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HomeMy WebLinkAbout05060012.01l�/U V "'_l1'J 0 .REFEDnENCE M-APSE H VULTOH NE SITE Nob eswille�r Lebano CAR E ZI Vllldt * ISh - - 77 - TH 13 N. MI-17rGLIMA Brownsb 11111111510 mlwiw_=_�101 MJU LOCATION MAP S, NTS V V n r 0' iffnine, -N. CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY VICINITY MAP NTS � CAR-MEL RI`F,__.DEVELOPMENT COMMISSION r-nESIDENT fr% VIC"E PREZ9011UEN T SECn�ff nc I 14RY A .�_ . , M M / S S /U" N E R DESCRIPTION OF WORK: THIS PACKAGE SHOWS IMPROVEMENTS NECESSARY FOR SITE WITHIN THE PEDDOR PROPERTY PARCEL 13. M I,- 1144 ZONING B -2, BUSINESS DISTRICT F.I.R.M. MAP NTS PANEL NUMBER 180081 003C EFFECTIVE DATE MAY 19, 1981 DESIGNATION X CITY OF CARMEL, INDIANA 46038 OPERATING AUTHORITIES: GAS WATER /SANITARY SEWER Indiana Gas Company Carmel City Utilities PO Box 1700 130 First Avenue Southwest Noblesville, IN 46060 Carmel, IN 46032 (317) 776 -5597 (317) 571 -2648 ELECTRIC CABLE TELEVISION Cinergy /PSI Time Warner 1441 South Guilford 516 East Carmel Drive Carmel, IN 46032 Carmel, IN 46032 (317) 581 -3048 (317) 844 -8877 STREETS /STORM SEWER CALL BEFORE U -DIG Carmel Deptartment of Engineering Indiana Underground Plant Protection City Hall, One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571 -2441 (800) 382 -5544 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4274 SURVEY: DMOSSON @CEA- INC.NET CEA Engineering 9105 E. 56th Street, Suite 2000 Indianapolis, IN 46216 (317) 876 -0064 Phone (317) 876 -0114 Fax I \ � a �� M _y' .'�,�2 4` Y , t_,1�gFa-?` Fy�'+n1�y-ys. y •-r`�'`',l I>YCllk %.fib ,s+S to '�•' i;' h'7A � -£". �",`Y? .RAF ✓74tvy� �yf3 ,�i•.}� �7� kh x ' t( u'��.�` �:•o; 111 ix�'�'G s_. }y`r. ,�' Rfl `:, ,/' Lr lt .'+ �•��+ � � �`. . iN`y44- � k Y M� `�i- �A�3 3 •� �; s SHEET INDEX: f-M t ' ., la y Jr, .;tom. M +� r7 to Ulf { 1 S � K �q �; v�• i� �t� rA „J } t SOILS ik/iAP NTS C000 SITE COVER SHEET 1 of 3 TOPOGRAPHIC SURVEY C100 DEMOLITION PLAN C200 SITE LAYOUT PLAN C300 GRADING & DRAINAGE PLAN C400 EROSION CONTROL PLAN C500 UTILITY PLAN C600 LANDSCAPE PLAN C700 SITE DETAILS C701 SITE DETAILS C702 SITE WATER DETAILS C703 FOUNDATION & TREE PIT DRAINAGE PLAN C800 STORMWATER DETENTION SYSTEM E101 ELECTRICAL SITE PLAN HOLEY MOLEY SAYS, "DON'T DIG BLIND" e ` L 1 -800 -382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 EW %th Seem, Suft 200, tn&=ap••" IN 46M T 317.848.7800 F 317.574.0957 www.caolucmd In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East g6th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELItdE ROAD CARtuIEL, ltd. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. OreWne 1it1r. COVER SHEET Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: . ,. 140 . -10,1 o� AR 00880145 —4 sox Cr �N D 1 AM *,� ill I Drawing Number: 00 Project Number: 25179 e 0 in) low M.,1111rnsis 6.ss If SAS l III MAPSn- H VULTON NE SITE Nob esville�t Lebano CAR E ZI Vllle'r � ISh LOCATION MAP xra CITY OF CARMEL CLAY TOWNSHIP, HAMILTON COUNTY VICINITY MAP S NTS V ZONING B -2, BUSINESS DISTRICT CARMEL R I PRE6;""'IDENT V1 ( " ;�` E P R E! ;" / D -E N T ' `0C 0,C T A R Y c _ nL; I J-1 Cu" S /U" DESCRIPTION OF WORK: THIS PACKAGE SHOWS IMPROVEMENTS NECESSARY FOR SITE WITHIN THE PEDDOR PROPERTY PARCEL 13. F.I.R.M. MAP S, N.s � PANEL NUMBER 180081 003C EFFECTIVE DATE MAY 19, 1981 DESIGNATION X CITY OF CARMEL, INDIANA 46038 OPERATING AUTHORITIES: GAS WATER /SANITARY SEWER Indiana Gas Company Carmel City Utilities PO Box 1700 130 First Avenue Southwest Noblesville, IN 46060 Carmel, IN 46032 (317) 776 -5597 (317) 571 -2648 ELECTRIC CABLE TELEVISION Cinergy /PSI Time Warner 1441 South Guilford 516 East Carmel Drive Carmel, IN 46032 Carmel, IN 46032 (317) 581 -3048 (317) 844 -8877 STREETS /STORM SEWER CALL BEFORE U -DIG Carmel Deptartment of Engineering Indiana Underground Plant Protection City Hall, One Civic Square PO Box 50392 Carmel, IN 46032 Indianapolis, Indiana 46250 (317) 571 -2441 (800) 382 -5544 TELEPHONE Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4274 SURVEY: DMOSSON @CEA- INC.NET CEA Engineering 9105 E. 56th Street, Suite 2000 Indianapolis, IN 46216 (317) 876 -0064 Phone (317) 876 -0114 Fax ''Y` .h, r: t ,.4, ci r'. N. !!! ■!! t!4'9'0 'l�!'s ry?�.w._ ...;oai'�?yt� c� * t s.,.,.i,i't trs.�y z $fir j �,t� s.:'(s fy� `_t �+i� �r s �! ` '�1.��"� #.s � T � �. -,�..• iJ' 'c�'�'yd " �, �_ S � : '� f * t3 u'��� - � " � � 'k�'.� f l k. M�.• ;�.�st # ,�yYi_ �a �. T �.p r4" i '.w 4 s a �I^� • 'Yf.`J ,X. i b �i�! ' ' 7 §�+S �e Ir Will IMPe ` ' 4 t; .`•y `�' i � Y�F'f~ ... t 'vy.� .. w :Ai � �' SZ fir• " e -i. .� � � . ;`. : �� �' •, } r �' i ,tip `�_ -•.�,� 4 4. '�� ��.✓{ 4�4 >`f �r{i �� -� ,, �. � � r s �: �"- N�+�S 'ABC SOILS N(JAP x.s SHEET INDEX: C000 SITE COVER SHEE' i 1 of 3 TOPOGRAPHIC SURVEY C100 DEMOLITION PLAN C200 SITE LAYOUT PLAN C300 GRADING & DRAINAGE PLAN C400 EROSION CONTROL PLAN C500 UTILITY PLAN C600 LANDSCAPE PLAN C700 SITE DETAILS C701 SITE DETAILS C702 SITE WATER DETAILS C703 FOUNDATION & TREE PIT DRAINAGE PLAN C800 STORMWATER DETENTION SYSTEM E101 ELECTRICAL SITE PLAN HOLEY MOLEY SAYS, DON'T DIG BLIND" a ` L 1- 800 -382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF NDMA Owner: Engineers: CSO SCHENKEL SHULTZ 280 Beet %th Rook 9uft 200, t.. &.ip. t;., IN 46240 T 317.848.7800 7 317.574.0957 www.caolaomt In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 9611h Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CARLIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: COVER SHEET Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: 1. MO,�� o az 00880145 -c S= w I -AEG Drawing Number: 000 Project Number: 25179 n 1- 0 4) Q) = W � W 0 (r, C ��_ . K , !�J 3: M < >z > 4) :3 r,c_, � , �:: '6� 5 q U ,-f2 ,It IN to _J C eq " ;.V)00 C:) - IN -:�I 4 Zn, Li 0 C W )_ tii M LIJ 0 _-p 0 �- <-, Z L'i di I� W -J.< 5mn % ! I ! i � � I z - . I I I . � � a, . � �; 1. I � . ;1 . : . z : . k . � , , \ . " I .". P it , ___ .. % I ..., M I �11IIIIIIIIIIIIIIIIII I , I . ! � % -.1 I I., . i z .. I i I _LZ11'_ � inv s = 82_8_5-5 \ i 1 I , 11 I , .t I I , I 1 . ."... I., . I �7_ - - I ; . . 1. (brick) f � . I I % � i I . . , .1. / 11 I . .. I., " " ".O ; 11 - �k 1-1 I . / 11 1. . ! . : ! . i * k, 11 / h'It asp p 11 . . / " i ; z I I I I " (fD . 11 / ;r, , NORTHWEST CORNER ___� . . / 11 / ! I ; I ! Q_OUTHWEST , 1/4 1 1 ...-. . , - I / I I-- / / 11 1, I I ., , I � % _____ ' I .. 'I.,. no rminus \ r1lilTI! for - - - 835:`92 ,_ I % I SE -"'.30-Tl 8N-R'4,,'E T � - - _­ '') .. : I . , z I . @ . STEEL PIN M. : i . I I I � . � \ " 11 \ 11 found *\ .. - .1 4',. 1. ' . I I I . ? , I I i � 1� !:,,. . . I i�,'� 1, I �-, � , I I )) �. %. 6 water - \ inv w = 829.22 " , - - - -,. - - - - - WTR !!,� 1\ 1WV - - - - - *,�_._ ' - - - ---.-.-, - WTR 'i .. .. I __ - VqR - . R"I., "I ffll�_ WT ----� - - - - -WT _4" 1%. IV - WTR - - _- -- - - - - - WTR - - �_ ��_ Craba\-pple 4" Craba pp, . .." "I 12" rcp " � I I �.,., .. , 11. I (brick) .. \. " 1� . 7- ,,--- , ­ A M . _ .,. - - = - - - - - � :% . - - I _K� , �,, __ - lt� �111111111 11 I I ­­­ � I' - - _ � ..1. I - � ­ )) I . . ! . i 4 11 I I I i i 0 1 � i I I 11 i I I - -- - - - - - -- - I - I" n I . - -- I , I " , ------­�'� . , -- I I I I : f - (,,'- ....'' . � , �' - I I " � , " I , . , _?�__"- I 11 I "..-I., ___.. of 1"... f - I . A " I 11 � - - - -------------------- " .1 / .. 3:" 0 - - �.�_4) 1\\_�, " ; . I I IF "".. , , .., _­­ ...... I 4 I...""'t. .. - ; . . 1 N I. I . ; I / 11 I I i , I . .. IPY k , I i 0 10 vc I . .., .1 .. . , I - -E- %. , / L_ , . .. ,1,/ I S I I I I I Q) I . '/ .., , 4_J I ,.,�' / I . I I , 0>1 0 /-q EAST MAIN STREET & / '.... I I sanitary marthole ", /I '. - - , - ,I 1 3:1 / NORTH LINE, SW 1/4, SEC.30--7-T18N-R4E ..".,// I I for = -839-241, i% ID. /.. .11 . = i, k Z8_7zr_ - --'I- - - . . .. t , . . I I I I ... .1, .." I I­ I inv n = 828.24 �a - 1. -1 asphalt , ,. 6" water I 1. ' . I \ . . I . II / V� V .., - - - _�,_ - WTR ---- �+ - - - WTR - -1 L��__O_ l­- WTR - - - - - - WTR 1i - - WTR .., .. . . , ..- WTR - - - - .,. , 1k , 1. - - WT <I- - - - ___'. %,.", 2" Oak 2 " Oak 0 I -. 2)) Maple '.. 2" Oak _.. 1 I . \ I , .� "" ; - I � �_ '. T \ C1,11, /' ___ _ -I,----- - I - - I I � . a M ­2­.- Map % I I-e-(�� grass _1 ... , I ! 1�� ".1 _ f I I I � �__ - ___ 1/2: ­:.:t_11: ___ __ - �i 4:�, - , = __ . - . I I , 14�1 4 .. , _�:, I brick '_� I - - - 11 11 I concrete " "I I �__ V__ y <- I I .�� J , ; ; - - ,rick ,.�. I K,L / I - - I I I I .."­­.1. I... . � 1\ N - I ­­__­ ....... * ..,.. -1 - ` ­­ ....... ­01 I , c , c I .___ � I - , �­ t- ..._.-.--­_ ."", I _­._,.____ _-, I­ ...... I " 'I ­­ I.....- - ; - `_... . ..... __1 �- - - ­ ­­ _,,,,,,IIIIIIIIIIII,IIIIII­ � ....__­ ........ I D - �1� 7­­--�r - - L� � -S-114 - _P===�#2 , -_ - # .. \ __%`­_ - 62.0' 7 ,___Jf� - C�� - - - � I I 1 -7----,- _­11,11--, ..." - - - - - - - - I ; ,. I . , I . 0-.*,- . (:�:,. (M . 1 .. � -, .. i I ! 8' cov'd. I "I CA � I , .. 'I" . � CA '­�4 J .. � � .. -- ,- "... 1. __ � I I ___ �� .. .., I ,,, __�� �16.0 , i ,! / - ) � .. , � 2) . - 1 6.0 1 , ' - 11 .. ", : 1 -story .., �.;", . � ('� i conc. porch Iq , I , 11 Pin __J . - , i Qld ' 0 \ 10 .11" ; , I I . 1.. Q 0 22.4 CD , . . i - T_ ffi.,� .1 _h Q I-..-,- f I' .. o 1 masonry �­ , , ­­6 1 : .'. z I(144P I ...o I I... I I . J, ? 11 I ­Ll . ..... .,� I , , I ; - C I --\c -I- , , 1 06 C6 __ z .. " ,-"-.,.. 6 FF=835.46 6 11 0 1 o, I I/ , M 1 6.4' 0, 'N I I . 1. .. i .. % 11 . :..: 4� - � - ­ N-) 1`0 (3 - .1i � � - 24'? ''Elm 5. O' ("J P � 0 -: 1.9, \I C : i � ";, � � 0 1 -�­% , I . 1C__ -- rNZ4_1 1866 sq. ft . ::-- ! Ln '­., .01 11 2 I i % I : 0 asphalt � I � � : It, - 14 enclosed . ; � I '.I, . C6 � ,,Q 2' '. Pea.. *% I ! 0 . . . : , / "I 0 1 I I I I , - , 6 ' , - , 1 4 � � i ; 11 : / -0 \1 ........ , C 0. N ;.` , , oi V_ 4.5' . I i / steps ! ; �_ z 11 I 11 :L_1 , % ; � I I . I :_ .;; � ; I . / LC ) I 11, 1 6 _; III - - I( f (0) 0 1 D 1 62.0' gross) (31 0 U) i 31.3 - ___J il C V I .., /-.10.5 (grdss) ./ r� */ 2-story frame '. / i.f I : �%,. / ^\ I I­_ I - - (0 0 0 ...., - i il "ID I .IQ- 41 E. Main St. 1<_11�1 - I . . " A. Q) t . ! ! 11 0 I .. 0 4_J ; C 0) ; 11 '. 1" , I.- w 00 (.., . Chamber of . I . 11-1 f �. � Q) . C % '.... phalt 1 2. O' k' � 1 8" Ash 2-story frame . .? 'as � I . ; 11 . r " � ; " U-) ", 1. L_ N �_ . 0 ... 11 . 0 i 1.% I '­­­ 6 �%. ' 31 E. Main St. - :. Commerce . 0 0 Lij �7 , , C _.. D . I n . 1 -story masonry ;1; 0 f A7C �,*,­�j 3. b Tr,r) FF=843.71 n , ... _,, - I i 0 ,; I 1.� T_ l­F=842.37 - � ..\ . 0 V) . 21 E . Moin St. : __ � k .I. �, 0( � I 0 : ! 1, �� __� 141M - - I . I , !-d 1 7.3' / I t, I . 11 - , / I 1,; N 1 175 sq, ft. n -1302 sq. ft. �f . LL_ - - z I FF=83 7.20 ; conc. , i i I : 00 bi I . I 11 . ;:)���� i I, :� ; . n 1 , 4' 1.5-: �z 0 ( 11� 1288 s 1. ft. 0 � ; . 1 2' Pecir ry 'i - - ; . asphalt 6 I,-) � - - -4. - - I ,�� -0 . ; , . I -0 i . I i - '. L_ - � grass - - I 1. K) ..., I i - ��R - t A I i 4_J ' ii ,y - 4-2.7!'- co 0 :5 . L i 1`0 I -story n I I ".t .". - . 28.6' - ,30"."Wild_ 00 23.3 1 J! :3 , Q 0 I . : . - . . I ! : t , . t/ i �;: \ . I.. -,y I �_. U Lf � -, I '* , N N t . f '. Ch6rr' '. L_� I .. '. _ , masonry 11 i . 1'.81 -Y w N I \ � 1, T! '. , I �� ;.p V 1. N . 2 8. Q' I � - I I .".. *. :Y., I - 11 � 25.9 ". .. . . � C4J 0 : ....'. Cov'd. 0 % I 1'. 899 sq. ft. i I . I .. . . z ! L 0 0 0 .. I I 1_,"7`+' : � I.. � . !� W 7 : I - 0 1 LU t � I... ? A : . : � Q) " I-, �, ,.,�. I . 'J': I Wood Porch � . i -0 'I 4- � I , , -) 6 'i bi 1 2 5"' Ash � � ; 11 :) '�11 � "I . , i ; *1 I- ry I ; Q) %1 221 I—— ..." -­­ - ­ ­­ I-, I,.,--. ..J � , -0 < r L_ _­1­ 1-1- .� I— 0 LJJ .- � . t � ­QQ: ....... O*ET =- _2L - 4- - r)FT - . J'.. ", ; F­ I _-1.-­_­, ......... -.,.- . ...... , ,Zd- L_ 1-11 - ­­ ­­ _11­ ­AQ1.3' - .1- 1-11, ­ ­1.1.1 ­­ -­ i_,- - I � I - - a 0 1 Lr_ t � ,:�� � - - OE[�4 - - - �L - OE .--::k -1 ".. . i I 0 U5 L'i - � . ra b-,o,p,p I e.. � -, . 11 I ` 0 G" � ; ___0_____-C ___0______1_ *1 �­. . I ; a _S_ - 0_____-0--_ 1. �. . 11, U ;. � 4 I I . I T I c- L-) 0 � I i c 'imaso wall li4­5 ------ I ­11 . �, � I I >_ Q : ; .. � ! � ! Lk I i . I ­1 - . . - _T� .*, � 11 / asphalt ,Z,� � : 1Q) 0 = z I 1 :7 % 0 14�__ �� - -.,.. . . A 5 " : 11 � ­ . .. . , � .- 11 : i . � . .. ; . ,,.. i � 00 i 0 1 . .. . . ., I evergf�.�. .- I", i ! I . . I ." a_ ; * - : - I I 11 .. . - - t Q) , 11" I � -I- \- _k -, 11; ; : I i ... . . Q0 ! T ; . . .%­ . . . ever rg . teen . I . . � . Q " `.""ri . i I I ! k, ....... ..... ''.. I a) ; �_ I 11�' !, .. .. I I.. Q ­-'..", () 0 : 1 OD , ! I '. I - 6- N I - - . 1* - I .. ; I . . �11 ., A . . I Iq-) 1. U /: - � 1, t. ! = . 0 I , N I ! . ( ­% " I :'� : Q 1 5" ucA ! 0 storm rr anhole - --- -1, n .. , rass ; ,­`; �, I - " JI) a / I i 11 ; . 1, 9 ; I 1. . .. I ., � :� � .1 gross 'I, 15 Walnut . .. ; � I, ­ ;; f_Or= 331.42 : C3 , ) .% [-slate t, * i_��'.. 0 1 _J!3 ► . . .. 0 . I " - � _11- I , . I 11 I I ; � ,­.. i . . ; " W ; .1 I , . , .....'­ t * in n - 18.47 I I I ... k I I T I � *1. , ; . r CIO / . ". � I �, ; . : 1. � I 4" Ca app e , � .., 1� I I cr_ .1 ph6lt !It; t : I I I i : . : 1, %� 11 .. - 319.42 : .'8 1 . ., I as t inv s , - I . I -_ t I , % 11 - i I ; " 8 manpolib . I �i , ) � 0. 5' 1 - I 1. � " I �. , _. I'd- . . i . I � UJ .." . - w I 11 � . . , -- I . t �� I :. I ::) , . S ; ! k grc % , I , _., (,J) �, co ; * - slate T * . ass I, % 36.0 ; t - �_ I rass � . i . .. 4-i . 1 0" 'Walnut . ) ! ...... r-) � Co. grass � % 2-story lazed ; 1 .3 - I � . I i i . t I i I - - - I I I .1 , ; .0 i . 1 i \ . III I CD �% ? I . i " 0 11 .. �� ­.. - i I to " S.- 1 11 / .. _� m 1. ; I I Isanitary manhole - , k �.,­. �, i :I,- ; . . ! 17 , . ' 3�: 1 1 1 : .,� , �. I ". block garage i frame n I i - I \-r . 11 16 11 : � 01 ! ate:,'! ;1 ? . 3 . '�' 1 . �, t W 0 11 F - I 0 : - ! �- -.1 I . I Itor = 840.13 I' -, � g ass ; '% sx FIT = 838.63 1 i garage N 1, . ! I I I * 41'. "' , . 1 i I � . W - I I : , I : J �'. " Jinv se = 834.98 : � , ,I L.j I WV ...... _. I � I I . 20 sq. ft. 1 r FF=841.07 " ,,,,, I I d I I p , -- ; .. t,? 7 O" W I'' t ! I I I � ; ­ . ? - 1. %, ... � - 1 2" , I I , ! : I Ld z I -�l +1 I - /N 6" Pine ; I , I - ", linv e = 831.80 L�11%' i 1. 1­1 ; � . . ; '. . I / 11 i . t. t 371 sq. ft. ,i_ ..... . ; . t , : i : 0, ::j I I I . $1 �� . � i I I I ( / �, :1 I 1 831.08 1 7-" ::�A... " � Sycamore � � ­ ­'­­­­__a,s_ph­a halt,. ..... inv w = ; �. grass 1; ! ­­' ­`­-, /f I -L .. It . . I = I � __" . _ ­_1__.__.._ 11 i , ! , _._..._._ ; inv s = 831.23 o- "LC0 i "Oak 11 . . , .... ... , . I . - -1 . t . .1 __� ,.. - ­ 1. IJ .1 I I ? ., , ,.. -­ I... & .., . i t as's, _ � _ --. 1% .. .. '' ';­.. " __J . ..,."... . I. I � I _�', 0 ,., _\�,' : . , ' � '. " -1 J 6 conc. wall 77 <z� N ; .. .i 0 1 - I I / � slate ., . , 44- 1 1 gr , .11' Oak I , I , ; . I w/handrail .. ., : I let I .1 , : � 8" &ik :. ,� ,q I I In ,.,., _­­ C-)J 3: / I I 11 i evergreen-s . �- . / D : _­- __ .. .... I ...... I . I . T I 1. . I � 1. - ­.- I— " � I .-, I ? ... .......................... .... ... . '... " I�11 �/ tor - 838.56 ? .... - . . ................ ; .% / M ; I -.11- . ......... :'........ . ....... I.... . I I .......... � . ... . �qr.eelng ........ I .... . . 1; - - f.\Ir --- * _� , t I %� , .. ­ ­­­­ . - . , I I I I . .. -_ 1 ,�V6* * f , -- A -_ - i, - -- � I z // 1, I I inv sw = - - 12 I v I . . - - ____ _____ . // f . ; __ � ­ ___ i . . _ - \ --, ; � . - _._� - - - � I .� - __J __ I I � : ! : b conc. curb : 4 .. _ . , 8 - - it I � . ; I I � � I - '__1 --y-c P_ 8 ycp __ I I I � 11 : __§: vg ___4__ , - 11 � - - - _____1 $t vcp 1� I I 1. _p asphalt i � � � - - - � � . �� - - - - - . S 11 - - 8 1 , I _ I 11 ------ �_ ___ _=_- � I - - .I - - - - - i " ;, � - I __: OT �, I-- - --I ! ; � � __ . . - ! : �­. ,&�_�., -1; no -1-er nj -in-u s - - _; o terminus. 11 asphalt �, 6" -_ --- __ -_ I . ; I 4n � J;, - _�_ '� PVC - - - .1 ; "I I ! I / r - -- I i. OP I - - , . � "P I t lUkAll P - .11, ....... . I I - -... - ( - % - �_, - r - ;I-. - - J - r-�rlt4 .P� - ,;:;:; . 41,11'' 1 -, : n) Qr_ 4 --t-7- ' : _�11 --­ - � - - - . � - e ,-.),I-. I. " " , .,r `11'-f .. , _ - . 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I 11� 0 AC I IL .% ; 0. .1 .'.. -0 _ I I I . 0 � k (gross) , - - .% I I ' t I '14 0 11 0 : : 0 C -, � it'' 0 conc ; ; -C I ! I --- 11 I - . 1 2.6' AC ramp rete 511- -l", : I 81 I � � 1 15.8, . I I , ; ? � I­_ C_ I : / , - � - ,',-- 28.1 ' Q .. " Q0 Q0 ­:­ i I I - I 0 Q ,._­7_.1__ ..�', ­ - __ I : D 0 .11 _ ... I ! - i ! 1, ., � ...... .......... � 1. 0 " ; 7 1 � 1. . _ 1; ,::, % ; I � : % ., ) . I - i . __ I ".., .1 . , ; - i i It I .." J".'�:-. ,,�:'.`, : ; I i I ,1 Ceps .. 13.4 0 0 , . 1 $ i I ��I: : t � ... .... 11.1 I 1; � , I I � i i \ ­ ....... ; , � I ., - ; . '. . .- , .... ,� : i , 11 �q- - 2 !_­" I . i () () 0 .1 I—— -.... _Zl / I I 11 ; N . I I �_ 1 11 : andr Q . / I­_ i ; ; f \ I t ; , ", 0 ....., I t ,(grass) 11) " ; .11 . . , I : ! , . .� Q i : : ; - ,.,-,. .- ­11­ I—— 1-11 1. ­1. .-1-1-1 ­11.1 .1. ­ ..I.- 1­­.1 _­, - 1­ "". �, --..,. _­­ ­ ...... -­ I—- ___'___._ 1. I _ ." ..'....... -.1. 11-11:­ ,."... :� ­-, ­-, L��� - ­ 1. .. : , I f . � I -, - . I I f � � ; : .. __1J � : 1 ,: story I—' .1.1-1 "..'... ­1 ­­.­.,_­ ---,. _­_1;.,_._ .11 t ' w ;` 27" 1 I I : I I . . 6" conc. curb i � . - ;­ S i C.O. . Q Q I I i � ! . . ; , ( M -story I I frame me ; , , ! , . , y 4'� SF � . : � ' e: .... 1 2 (grass) � f % ; QA= -�_._..' , - i .;., : I I - - . : 11 = , _­ ! ; I .. ­ I 11 's I 11 11 P r 18.3' . . - I ... " ,; . -I:f 4 I x 'J -0 .., I _j .1 " n I'_ / 1. 40 S. 1 't Av e. %.- I � ) . ,-� s 11 i CL :3 � . , 54.3' .�_ phalt I 1 3�: 11 I ; = I W - . 0 . i I . FF-837.01 0 . FF:! 840.91 ; ,','T' N. . I 0 1 wood .., N . I /. I * " . ) , i .� � I a ( I d �d I I z t% .1 I - ,., ; i � 11 , . 555 sg; f t. I � , 738 sq. ft. , , : I , . � J i --:, - .. I , I : i . j % , r4i )-- - - - " I % Q� 2-story frame - - 0. � 11 ,,, : / . 6 : I 0 11q: " 27.2 �_ I I 11 I I 0�� ,4_�J . 1, - - . OET - - - - _ _ .. I­_ ( .4v . � ., 1 3: 1 . I . I C: I In ,�___.___ " 0 ; " 1. -_ 1-1 OET I F � D - :� U) 1 41 S. Rangeline Rd. 11 I - I .. :7�1�1' 0 1 � I CIO L_ 0 N 06 z oe� - ---i ,- , I 0 N1 1 Q i I 11 -_ ".. I % 11 I I I __ .. f . , � ; 0 . FF-837.64 N '! . 1 3.7'-N . t : I 1. .. Co . ; / : I � � I � . _t . - C i 4 1 - , 1.6 1 1 . (stone) . : z 11 � I . .. ; i 2 , 0 teps 0 1 3.7 1 __-.:. - OF__V I- I . I t. 00 . 1 900 sq. ft. i 1 C5 .1 . __ I I I '. i . , 0 .1 Q0 I I 11.1 :. -0 2 .1' I .. i __ -_ * , I I i . i ... . . 1: I- ­ � co - I I .. : I .. f I . ... oz, - .1. I­_ . I I Ln - 1. - 'I., )JI " , D . . i ..; N - - I\ \'� --- � ... ..... ­, ;: i .1 1 4.8' , I ____0 - t . I I '.., ') 'I I �' ,,� I - - y , I 11 _. i" I , - :L_1 I I 11 ... I . 14.4 - . , I ........ ­­­ N 0 1 t ; ; 7�_ . " ", \ --------- � ` I.-­....., I . � - k ,­ 0-- - - - I : . f : 0�111 1 .7' � .1.1 0. c6 ulberry I , I i . � . ; : . (D . I .11 0- " I I ? , I ; N. .1 (1) 2 All I . I d . I I ; ; V_ �- . I . I 0 i 1. t C6 C) U . -11 [.,... . 13.9' I � , \ . . I I - ­ I iz I 00 I­_ II I ., " - - I , M V_ \ �,�. I � / I I i I ; I ,_ I I ! i 'k 1 8" Maple - Q a 0 - 4.1' 4 " :D . � , . co 11 ,i.. " � " '. . . I I I � . I I 1; ) 0 asphalt, " .1. - )7 . � CN 00 . . i : ._ I ""I i i , I I ­ I � .. . I I � I %, ,.1. 11.6 %. : 11. If " 1, _­' C'r-, 12 Maple i %, 7- . Mulberry I I I � ...... �,,7 ­� ­..... ......... i-�� .... // ;, "" '\ 11;�' ­.1 I 1. Il- i " "! - I IF 16.4' .. , ' . - f ". , __ \ 11� r_1% I I.... .1 . . \ , f , I 1 14' 5.7' , - ass) �... / ow !,.:- i 'I- . , . \. ., I �. - 11_w , - , � % A i - * I ,,: ,� -1.1 p I " 1 §,6 s - �­,, . , 1, � i ! � 1 6.4' CD ; � D �, -1 11 I - __ I/ !; I %. / -] .- 1� 11 . t , - k _ " , . f i 1, TiLy__)____- -..-- ., z 6" conc. curb ..-, � I . ,I 1�_.__, I o , I I 121 k, .1 - . ; - 11 , I - ; 1. 4 � -­­.­_1__.__ -.� �. . /' ! - 4 a I Mulber : I "i - _­ ­ � - I .. .......... ... ­111 I I _ . .... .. -_ ..­.... ­­.._­..11­_.._,.__ . I 1� - ...... . . - . . .. .. __ - I., 1:1 ... __ -1 .. � '7 3' ...... ­; ,� ." .., .g�p I ME . . . : _41__.Fy�� t - ­_..", . , , �, �1` � . ��7� / -1 � .... L. I "I. ­­..." _.__......___. C__?��,­ - .. I ��,";i;­ . I - . L-..,.,.,- 1, ­ , '. . � � .�, I , , . I , / I 11 , .) ,1 ­ --- . - for -i'-­­-- .J_,.1-.-__-- v-­­__�.­'_. - - 11.11. - - - ___ , - - "..- . ..... & . inv __ C� ' �­_­ � i i - C . . I ­n - ­ ­­825_3�� 1* I .. . I ! I- I" . CA .. - - - - - I- - VVI -- ­ - - I., - - - _ - - - �7 ---- - . - - - - WTR- - i­ INTR - I I" . ___ - -i - - - - - 7 - - - - - - VVI , - - - VVT7 . - R WTI M ` 4 .1/ ..... I . . : .. .. ,� 6" water 24y) ..V� , , / z i .e z .. :: : i r- a c.k curb I 1. - - WTR _;�t water -VVTR .. I WIK K - - - \ . I I , . I )) / 6 " ; 24" chairback 'curb rb � . i t .; I z . .. . / : '.� I I let � 11 15 rcp I I I \ / i . / � . : I I ! : . .. %; � "" no terminus PHYSICAL � 1 st" STREET S.E. : \ f , ;! 1: " �, ' . I . - --- _ r I / - \ I A- 'I " for = 82 .73 L-i-r-11 ,111?_J N - - - ____. N . t - . , - r- I tj \ : I q . .. inv e = 8231.02 % -I . . ..... (PER PLAT) " ! asphalt . '. ".. ; _110r' 11 1 I . R� 1. - . I ;11. �_ Q Q - - , � , .!,) \ ; Pi 1; "i. . ;1I I 1 211' rc "I " _� . I %,. \ ­ � % ; 1 5" ,.rcp ' 1\ .., " \ I ; 24" chairb.alck curb 11 "I, - - It .24" cha"'i,rback curb .. I \\ :: ;� ._ 8 )I 11 --- , , - - I-Ap- i--l-F-1-1 11 : A - r - - � I I _ -, ,._ - I lu U . - 1 ­ , � " Q. . sanitary manhole '. ,�10 , > 1. I for = 829-01 ".1/, �', .. . . �.':_ " '-.1 - ��'f - inv w = 823.01- � \. 00 ! I ­_­_ (..,. --, * " "' _-�3� � - J inv s = 822.96 - 11 I �.., .' \., 11.11 1' _ , __. - .---,, 11 , .. ­ - � __ ­___._, storm manhole , .. . storm for = 829.21 , . ... inv n - 819.18 inv e = 820.59 Q� " inv s = 819.32 lu U . - 1 ­ I .. ... .1 , " I . - -- - I / .... ­11 _­ ri -1 F - ------in---- - ­ �;7 . 1h'_ - -- - - - - - S in - - - ' - - in in - - - -_ ,___ 11 , / , a ___ ____ I ..." ___ I . _ dz --- . ___ ___ 11 I 01 ; . _; , .. . storm ,- ______ -- manhole . Inlet - , . ... I ; . I . t '. , . . I ./ t inlet L / II I Q� " , , , for = 829.02 for - 830.53 ' , I / , � '. I for - 839.86 II 1 ; . inv n = 825.95 fil �t .1 I / inv e = 837.39 . Q0 I I ! il inv e = 820.70 I I I / ... 1, k � inlet I I., I I; ; ;, inv sw = 823.36 . I I i ­._ " 4: , , . , inv 1 w = 820.52 . I 1 � I - 8 I ; . tor 0.63 II I I Inlet I I I . I inv e= 8-8.78 I � for - 828.91 t inv w - 828.39 11, 11 I inv ne = 824.54 I I i a- I inv n% = 824.91 . , i I , > 11 I I A - Co Co - WTR - , , - ; manh I L , . for - 841.06 Q - .4 no pipes visible I /s (full of water) 11 . - I i - sanitaryl manhole i 11 . I I I I for = E141.1 0 I I I I I . � /inv n =1 832.90 1 1 1 1 1 1 1 I. / inv s =1 832.90 I I 11 I 1. I � I I � I I I VICINITY MAP NOT TO SCALE o ;'%-, ao. :­_ �.. .. I....... � :f-------.�--, 7`­,, 11 .;z 'PI �.,:;T� %c._;- ..�.17, .. I * 1. :.�.��'). 6. I. � I� �,- 1� . .S. . * ­ ­ ..,�4,�kll,;`., .,.*,. , , * `_ .i - . . - - �­_ J . - R-. 11, .--!-:�i'--�-*�_*­ M ;j- x,,'� _­_ , � . , . . . - I __- ,�.�, - L .. � i�: - I ­ . 4 .1 .- . ­-­­ a- . .. .- - - , *�,`_T- , - , 1. . ''....."', � . , -.. 'I.. " " �_� %�t7-��,_ , - - ...... ...... ... . . - IT. , . `-t' ­�, .. 7. __ . ­ , �11T. _.t - � .. .. - - . . 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(BY OTHERS) - RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841-53 (1929 NGVD) - - - = ' L E 13 E"N D I .. C.O. . =CLEAN OUT 0 = GAS METER GV pQ =GAS VALVE -- - - - -G- = GAS LINE AT = AIR CONDITIONER UNIT * = ELECTRICAL OUTLET , - T = FIRE HYDRANT . WV M - WATER VALVE ------WTR- = WATER LINE ® = CURB INLET . # = STREET LIGHT * = YARD LIGHT I (D = TRAFFIC HANDHOLE . 0 =* SANITARY MANHOLE ' c_Q--) = POWER POLE FLAT GRATE INLET 0 = DRAINAGE MANHOLE ---= = SIGN (1) = TELEPHONE MANHOLE - = CONIFEROUS TREE () - = BUSH 40� = DECIDUOUS TREE vs�) ------UT- = UNDERGROUND ROUND TELEPHONE Pk = STUMP ® = WATER METER 4( __ GROUND LIGHT . . , ­ ,... , .. _ .. ... I CAUTION 1.1 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE . - INDIANA UNDERGROUND i REVISIONS I # DATE BY NOTES 1 9/30/04 DRM LOTS 29 & 30, R/W, REPORT 11;;�, �_ - 1, T C . , �,�--, IS - : . 10 . I., . . �� . . . . ' �, � . .�� - t� . No, __7__ - . .11 - , . : = LS 9600013: _= . . � .11 " STATE OF * ' .- ,Q�_ ,-' - .... D IAN ?`••' 1�1 / ........ ** 11*1� "/// //// SU \\\\ 11�' N/ImW CERTIFIED BY: . DATE: 9105 EAST 56TH STREET 0 SUITE 2000 INDIANAPOUS, INDIANA 46216 (317) 876-0064 FAX, (317) 876-0114 CONGDON ENGINEERING ASSOCIATES, INC. CIVIL RESIDENTIAL SURVEYING MULTI-USE TRAILS I STRUCTURAL CONSTRUCTION ENGINEERING LANDSCAPE ARCHITECTURE SITE DEVELOPMENT PLANNING CARMEL REDEVELOPMENT COMMISSION RANGELINE ROAD TAIL & TOWNHOUSE CARMEL, INDIANA - - - ALTA/ACSM/TOPOGRAPHIC LAND TITLE SURVEY - Project No.: Date: Drawn: Approved: 04-132 05/26/04 DRM - DRM I CAD Files: Sheet Number 04-132LT&dwg 0 : 1 OF 3 I. I Engineers: CSO SCHENKEL SHULTZ 280 Bast 96th suott. suite 20a,1nba= oLs, IN 46740 T 317.848.7600 P 317174.0937 www.cwt and In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL (EAST MAIN STREET & RANGELINE ROAD CARLIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: DEMOLITION PLAN Revisions: w�. on: o o�,m er c cnkw�e e. 05/40/05 K KG O OTAI Certified By: 1. MO�� �0 a AR 00880145 .c sum W /N0 1 AN►• Drawing Number: Project Number: 25179 01 1 C LIA Y V V I rLMIAI'm SCALE: 1 " = 20' ^r-Ki,rrn rVlt,'r1k1 ^ I InL1T TA DCIIAIM C EAST MAIN STREET & 14ORTH LINE, SW 1/4, SEC.30- T18N -R4E i 8 `' i yK 1 _ } i 'j a A r` <-- } .. rf pp° 5 i k 3 S t ` + i r [L J t � t . , e� • .5 t 1 V 4; i' t I r! rr i t , a I f•f i j �tix. �;..iP t : �».f Si i�9,' j .,1 '_ } i a_i . t 1 i� � .S i� x. ,. I i I !' }s.�. 2 t • } r s , s ti f j *Qr 10' 20' 40' -' SCALE: 1 " = 20' NORTH NORTH i f Lj V) U-1 Q U F t s 1 t GENERAL NOTES: 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONI ION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, Gl Y OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RES9CWNSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. O--' PLAN NOTES: 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS, 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 20. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE SPECIFICATIONS. 21. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10' -0" MAXIMUM ON CENTER. EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 22. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL JOINTS AND NOT TO EXCEED 10' -0" MAXIMUM. EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM. CONTROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER THE CURBS ARE POURED. 23. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 24. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 25. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 26. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 27. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT EDGE SHALL BE FREE OF ALL LOOSE MATERIALS. THE EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS INSTALLED. 28. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12" LONGIT INALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN ACCORDANC ITH THE ADA REQUIREMENTS. SEE SITE PLAN FOR LOCATION OF AND SIGNS AND THE DETAILS FOR SPECIFICATIONS. 29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 30. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, NEAT AND TRUE TO LINE SO NO CHIPPING OR BREAKING OF THE EXISTING PAVEMENT OCCURS. LEGEND: = HEAVY DUTY ASPHALT PAVEMENT PAVER WALK M = TRANSFORMER LOCATION I� CONCRETE STOOP PER DETAIL 03/700. Q5 ENTRANCE STEP PER DETAIL 22/C700 RIGHT / WAY CONCRETE PAVEMENT CONCRETE CURB PER DETAIL 02/700. © ENTRANCE STEP HEIGHT VARIES TO 0' -0' PER PLAN C300 0 INTEGRAL CURB & WALK PER DETAIL 04/C700. © 36" DIAMETER CONCRETE ' ' = CONCRETE PAVEMENT HANDICAP CURB RAMP PER DETAIL 06/C700. = REGULAR DUTY ASPHALT PAVEMENT = HEAVY DUTY ASPHALT PAVEMENT PAVER WALK M = TRANSFORMER LOCATION I� CONCRETE STOOP PER DETAIL 03/700. Q5 ENTRANCE STEP PER DETAIL 22/C700 U2 CONCRETE CURB PER DETAIL 02/700. © ENTRANCE STEP HEIGHT VARIES TO 0' -0' PER PLAN C300 0 INTEGRAL CURB & WALK PER DETAIL 04/C700. © 36" DIAMETER CONCRETE PLANTER ® HANDICAP CURB RAMP PER DETAIL 06/C700. 0 4" CONCRETE PAVEMENT PER DETAIL 09/C700. © EXPANSION JOINT PER APPLICABLE DETAIL. CONCRETE CURB END TAPER PER DETAIL 11 /C700 ® HANDICAP PARKING SYMBOL, SEE DETAIL 19/C700. 0 HANDICAP PARKING SIGN, SEE DETAIL 18/C700. 10 HANDICAP RAMP PER DETAIL 07/C700. 11 FOR RETAINING WALLS, RAMPS, AND STEPS SEE ARCHITECTURAL PLANS. 12 6" CONCRETE PAVEMENT PER DETAIL 10/C700 13 STANDARD ASPHALT PAVEMENT PER DETAIL 13/C700. 14 HEAVY DUTY ASPHALT PAVEMENT PER DETAIL 14/C700. 15 RIGHT -OF -WAY ASPHALT PAVEMENT PER DETAIL 12/C700. 16 CURB W /PAVEMENT REPAIR PER DETAIL 05/C700. 0 STEEL BARRIER POST PER DETAIL 23/C700. 18 4" WHITE PAINT STRIPE (TYP) 19 4" BLUE PAINT STRIPE HOLEY MOLEY SAYS, QO PAINTED TRAFFIC ARROW (WHITE) PER DETAIL 20/C700. "DWT 21 CONCRETE DRIVE W/ PAVER WALK PER DETAIL 16/C700 DIG © LIGHT BASE WITH CONCRETE PAVEMENT PER DETAIL 15/C700 BLIND" ©3 PAVER WALK PER DETAIL 24/C700 2i��w ® PAVER WALK W/ STRUCTURAL PLANT MIX PER DETAIL 17/C700 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 East girth Sheet, Suite 200, t lw. IN 4Q40 T 317.848.7800 P 317174.0937 v w xaobwmd In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 961h Street, Suite 280 Indianapolis, Indiana 46240 (3 17) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST C7AIN STREET & RANGELINE ROAD CAMML, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE LAYOUT PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Drawing Number: C200 Project Number: 25179 --l-1-1 I � -.1--l", -E, 0' 10' 20' 40' SCALE: 1" = 20' NORTH GRADING & DRAINAGE PLAN SCALE: 1" = 10' 0' 5' 10' 20' 1 Q I k��Zzj SCALE: 1 ° = io' NORTH LEGEND O MEET EXISTING ELEVATION TO REMAIN. VO VERIFY EXISTING GRADES THAT HAVE CHANGED DURING THE DEMOLITION & SITE PREPARATION OF THIS AREA. 1 10 L.F. PAVEMENT SUBDRAIN PER DETAIL 24/C106. 2 CONNECT DOWNSPOUT TO PLANTER DRAINAGE SYSTEM W /4" DIAMETER CORRUGATED PLASTIC PIPE ® 2.00% MIN SLOPE SEE DRAWING C703. �3 6" PVC DOWNSPOUT DRAINS CAD 2.00% MINIMUM SLOPE �4 STORMWATER DETENTION SYSTEM, SEE DRAWING C800 O CAP EXISTING STORM SEWERS & MARK TO GRADE GRADING /DRAINAGE NOTES 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LANDSCAPE PLAN AND OR EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF NECESSARY. 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 6. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 14. PIPE LENGTHS INDICATED ARE FOR HYDROLIC DESIGN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH THE SOIL CONDITIONS. 16. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. LEGEND EXISTING INDEX CONTOUR 749 PROPOSED INTERMEDIATE CONTOUR 750 PROPOSED INDEX CONTOUR 750.00 PROPOSED SPOT ELEVATION TC 750.00 OF POWER 749.50 TOP AND BOTTOM OF CURB ELEVATION M E MATCH EXISTING GRADE F.F.E. FINISH FLOOR ELEVATION INV. INVERT ELEVATION a STORM SEWER INLET • STORM SEWER MANHOLE HOLEY MOLEY SAYS, "DON'T DIG BLIND" e 1 -800- 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF ND" Owner: Engineers: CSC) SCHENKEL SHULTZ zao E-6t %th Suvv% s„h* zoo. l-,& apol -. IN 46M T 317.848.7600 F 317.574.0957 www.uafnoMd In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CAKlEL, IN. 46032. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: GRADING & DRAINAGE PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: o`r AR 00880145 sUIE of Drawing Number: C300 Project Number: 25179 T.B.M. (BY OTHERS) — RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 (1929 NGVD) HOLEY MOLEY SAYS, "DON'T DIG BLIND" e 1 -800- 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF ND" Owner: Engineers: CSC) SCHENKEL SHULTZ zao E-6t %th Suvv% s„h* zoo. l-,& apol -. IN 46M T 317.848.7600 F 317.574.0957 www.uafnoMd In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CAKlEL, IN. 46032. Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. Drawing Title: GRADING & DRAINAGE PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: o`r AR 00880145 sUIE of Drawing Number: C300 Project Number: 25179 's i � r i sTIi( � � I } t II I I , i 4 S,: � �vt FL 2X2 WOOD STAKE STRAW BALE GRATE Z A lit o lI} 1 '�. o COMPACTEDAmk�_j '4 SUBSOIL its STORM INLET I., STRUCTURE NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. STRAW BALE INLET PROTECTION rO 4 NTS C400 ►l DANDY Bpi "II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag 011 so that the grate is below the top straps and above the lower strops. Holding the lifting devices, insert the grate into the inlet Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event After each storm event and at regular intervals, look into the Dandy Bag 611. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, rift the unit out of the Inlet using the lifting straps and remove the grate. N using optional oil absorbents; replace absorbent when near saturation. GRATE DANDY BAG a11 -.rL7r STRAPS INSTALLATION SEQUENCE 1. REMOVE RANGELINE ROAD SIDEWALK. 2. RELOCATE CONSTRUCTION FENCE & STRAW BALES TO ALLOW FOUNDATION CONSTRUCTION. 3. ROUGH GRADE SITE. 4. INSTALL UTILITIES AND STORM SEWERS. 5. INSTALL INLET PROTECTION. 6. BUILDING CONSTRUCTION. 7. FINAL GRADING AND PAVING. 8. REMOVE INLET PROTECTIONS. LEGEND- PROPOSED PROPOSED STORM SEWER CONSTRUCTION LIMITS EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED SILT FENCE, SEE DETAIL 01/C400 CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED TEMPORARY GRAVEL STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED CONSTRUCTION STAGING AREA EXISTING INLET PROTECTION FABRIC INLET PROTECTION, SEE DETAIL 02/C400 t P 06 DANDY BAG INL PROTECTION, SEE DETAIL 03400 STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED • STRAW BALE IN�ET PROTECTION, SEE DETAIL 04/C400 VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF EXISTING INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC DROP INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED , VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED TC TC 1 s. 3 1 _ t 2 E z , „rte` � T r i '.I , i a' t I js 5. s .:,,. FL 2X2 WOOD STAKE STRAW BALE GRATE Z A lit o lI} 1 '�. o COMPACTEDAmk�_j '4 SUBSOIL its STORM INLET I., STRUCTURE NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. STRAW BALE INLET PROTECTION rO 4 NTS C400 ►l DANDY Bpi "II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag 011 so that the grate is below the top straps and above the lower strops. Holding the lifting devices, insert the grate into the inlet Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event After each storm event and at regular intervals, look into the Dandy Bag 611. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, rift the unit out of the Inlet using the lifting straps and remove the grate. N using optional oil absorbents; replace absorbent when near saturation. GRATE DANDY BAG a11 -.rL7r STRAPS INSTALLATION SEQUENCE 1. REMOVE RANGELINE ROAD SIDEWALK. 2. RELOCATE CONSTRUCTION FENCE & STRAW BALES TO ALLOW FOUNDATION CONSTRUCTION. 3. ROUGH GRADE SITE. 4. INSTALL UTILITIES AND STORM SEWERS. 5. INSTALL INLET PROTECTION. 6. BUILDING CONSTRUCTION. 7. FINAL GRADING AND PAVING. 8. REMOVE INLET PROTECTIONS. LEGEND- PROPOSED PROPOSED STORM SEWER '� PLAN NOTES 10 EXISTING STONE STAGING AND STORAGE AREA TO REMAIN AFTER OTHER CONSTRUCTION IS COMPLETE FOR FUTURE PROJECTS. 2� RELOCATE EXISTING FENCE AND STRAW BALE FILTER AFTER REMOVAL OF ADJACENT SIDEWALK. EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND NO NATURAL VEGETATION REMAINS. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. 7. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. 9. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 11. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE CONSTRUCTION LIMITS EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED SILT FENCE, SEE DETAIL 01/C400 CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED TEMPORARY GRAVEL STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED CONSTRUCTION STAGING AREA EXISTING INLET PROTECTION FABRIC INLET PROTECTION, SEE DETAIL 02/C400 PRIOR TO CLEARING & EARTHWORK FABRIC DROP INLET PROTECTION 06 DANDY BAG INL PROTECTION, SEE DETAIL 03400 STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED • STRAW BALE IN�ET PROTECTION, SEE DETAIL 04/C400 VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED '� PLAN NOTES 10 EXISTING STONE STAGING AND STORAGE AREA TO REMAIN AFTER OTHER CONSTRUCTION IS COMPLETE FOR FUTURE PROJECTS. 2� RELOCATE EXISTING FENCE AND STRAW BALE FILTER AFTER REMOVAL OF ADJACENT SIDEWALK. EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATING, FILLING OR OTHER DISTURBANCE OF NATURAL TERRAIN. THE SITE WAS JUST RECENTLY CLEARED AND NO NATURAL VEGETATION REMAINS. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO MAINTAIN AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED ON PLANS. IF LOCAL ORDINANCES DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 6. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, MUST BE REMOVED PROMPTLY BY THE CONTRACTOR. 7. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 8. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. 9. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 11. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE EXISTING STONE ENTRANCE /LAYDOWN AREA * AS REQUIRED PRIOR TO CLEARING & EARTHWORK CONTINUOUS STRAW BALE FILTER. WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO EARTHWORK STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK FABRIC DROP INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER STONE PAVEMENT BASE STONE WHEEL WASH AREA * WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF EXISTING INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF FABRIC DROP INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE FILTER. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED * EXISTING STONE ENTRANCE /LAYDOWN AREA TO REMAIN AT THE COMPLETION OF THIS WORK. DANDY BAG II INLET PROTECTION rO 3 C400 EX'TG INLET REMOVE ACCUMULATED SILT PVMT. EXISTING INLET PROTECTION 02 C400 DOWN SL MAINTENANCE INSTRUCTIONS: 1 1/2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ /S.Q YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2 "X 2 "X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0" O.C. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL o1 NTS C302 HOLEY MOLEY SAYS, "DON'T DIG BLIND" 8 1 1 -800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 a.at %th st.m.t, Suite 200, ta&=wb., IN 46240 7 317.848.7800 F 317374.0937 Ww x*oi=zA In Association with: L'ACQUIS CONSULTING ENTERPRISES E2 INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (3 17) 706 -2075 L 1\,A WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST C7AIN STREET & RANGELINE ROAD CARMEL, IN. 46032, Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. AeWnp Title: EROSION CONTROL PLAN Revisions: Issue Date Drawn By EX'TG GRATE 05/20/05 KM DTM DANDY BAGOII STANDARD FABRIC cs FILTER FABRIC BETWEEN AN ORANGE WOVEN MONOFRAMM DUMPING STRAP FRAME AND GRATE ALTARS FOR EASY REMOVAL OF CONTENTS �^ DANDY BAG II INLET PROTECTION rO 3 C400 EX'TG INLET REMOVE ACCUMULATED SILT PVMT. EXISTING INLET PROTECTION 02 C400 DOWN SL MAINTENANCE INSTRUCTIONS: 1 1/2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ /S.Q YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2 "X 2 "X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0" O.C. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SILT FENCE DETAIL o1 NTS C302 HOLEY MOLEY SAYS, "DON'T DIG BLIND" 8 1 1 -800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF NDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 a.at %th st.m.t, Suite 200, ta&=wb., IN 46240 7 317.848.7800 F 317374.0937 Ww x*oi=zA In Association with: L'ACQUIS CONSULTING ENTERPRISES E2 INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (3 17) 706 -2075 L 1\,A WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST C7AIN STREET & RANGELINE ROAD CARMEL, IN. 46032, Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. AeWnp Title: EROSION CONTROL PLAN Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM ii Certified By: 11 a � AR 00880145 •-G SU3E CF # 1,MV r'� Drawing Number: C400 Project Number: 25179 p z; f � yc }) k 3 ;i (bricks ;NOR HWEST CORNrR 'SOUTHWEST 1/4, SE .30— T18N —R4 E ® STEEL PIN FD. w WTR -- S i « i j E F � a I Drawn Drawn By er KM R a {� $:,. for — 831.42 5 1 v Ui. ° 4 I i I (brick) s� I °- fi PA��kL V �4 0 ; Q I inlet for = 836.04 inv s = 825.55 asphalt a' > EAST MAIN STREET & FORTH LINE, SW 1/4, SEC.30- T1 8N —R4E i nfe t 00 — — — — no terminus for = 835.92 '� found `,. inv n = 828.14 l asphalt Y` inv w — 829.22 W-�-R 6 water R ` �,� 6 water W-r — -�- - WTR ��� 2" Maole 2" Oak 2„ 0 2„ ,. -- - Oak Os ® 04 U ' C— o o i Z 1 00 1 P i . storm manhole s i. :w on. Issue Date 05/20/05 05/20/05 Drawn Drawn By er KM � k � I $:,. for — 831.42 J, v Ui. ° inlet for = 836.04 inv s = 825.55 asphalt a' > EAST MAIN STREET & FORTH LINE, SW 1/4, SEC.30- T1 8N —R4E i nfe t 00 — — — — no terminus for = 835.92 '� found `,. inv n = 828.14 l asphalt Y` inv w — 829.22 W-�-R 6 water R ` �,� 6 water W-r — -�- - WTR ��� 2" Maole 2" Oak 2„ 0 2„ ,. -- - Oak Os ® 04 U ' C— o o i Z 1 00 1 P i . storm manhole i. :w on. Issue Date 05/20/05 05/20/05 Drawn Drawn By er KM cn:�t�e er Checked By DTM D DTM $:,. for — 831.42 v i ° inv n — 818.47 Lli '� ' inv s — 819.42 1 • -'d 6. [� w lan ter 1 8' 1 ' ^k ..? tom'' ~ r 28.0' ' 0 .QS ' 2— story1�',r ICI I { zx kN £ tw f �g, .+..fe:._ t 8" vcp f .s4 sanitar man ole for = 83 62 1C) itv w = 82 .10 i by e = 82 .22 nv se = 82 .66 I .. 6 Locus I f =- a k � LIMB 4 UTILITY PLAN SCALE: 1 " = 20' 0' 10' 20' 40' SCALE: 1 " = 20' 0, NORTH UTILITY GENERAL NOTES: 1 • IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 3• THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 12. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 13. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 14. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS O UTILITY PLAN KEY NOTES 1Q SEE 'P' SERIES DRAWINGS. 2Q 6" PVC SANITARY SEWER LATERAL ©1.00% SLOPE Q GAS METER LOCATION. ® NEW OUTSIDE DROP SANITARY MANHOLE CONNECTION PER DETAIL 02/C701 05 4" DIA. SCHEDULE 80 PVC CONDUIT W /TOP 12" BELOW PAVEMENT ELEVATION. CAP AND MARK LOCATION ON AN AS BUILT PLAN. © COORDINATE WATER MAIN TAPS W/ LOWERING OF WATER MAIN FOR DRY CONECTIONS 7Q LIGHT POLE LOCATION SEE DRAWING E101 ® TRANSFORMER AND BOLLARDS HOLEY MOLEY SAYS, "DON'T DIG BLIND" e L 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 E.a %th ft"t, Suft 200, Wn pohs. IN 46740 T 317.848.7800 F 317374.0937 w ,caotwjwt In Association with: L'ACQUIS CONSULTING 50 ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 F\ WOOLPERT Project: OLD TOWN SHOPS OF CARMEL (EAST tol-AIN STREET & RANGELINE ROAD CARtIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. or,.xv UTILITY PLAN Revisions: i. :w on. Issue Date 05/20/05 05/20/05 Drawn Drawn By er KM cn:�t�e er Checked By DTM D DTM i a '� ' w.,. 1 2 -p1a me 1 • ; k 6. [� w lan ter 1 8' 1 ' ^k ..? tom'' .+ 00 5 0' 3 T r 28.0' ' .QS ' 2— story1�',r UTILITY PLAN SCALE: 1 " = 20' 0' 10' 20' 40' SCALE: 1 " = 20' 0, NORTH UTILITY GENERAL NOTES: 1 • IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 2. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 3• THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 11. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 12. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 13. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALLATION AS SHOWN. 14. ALL UTILITY WORK SHALL CONFORM WITH THE CITY OF CARMEL'S UTILITY STANDARD DETAILS O UTILITY PLAN KEY NOTES 1Q SEE 'P' SERIES DRAWINGS. 2Q 6" PVC SANITARY SEWER LATERAL ©1.00% SLOPE Q GAS METER LOCATION. ® NEW OUTSIDE DROP SANITARY MANHOLE CONNECTION PER DETAIL 02/C701 05 4" DIA. SCHEDULE 80 PVC CONDUIT W /TOP 12" BELOW PAVEMENT ELEVATION. CAP AND MARK LOCATION ON AN AS BUILT PLAN. © COORDINATE WATER MAIN TAPS W/ LOWERING OF WATER MAIN FOR DRY CONECTIONS 7Q LIGHT POLE LOCATION SEE DRAWING E101 ® TRANSFORMER AND BOLLARDS HOLEY MOLEY SAYS, "DON'T DIG BLIND" e L 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 E.a %th ft"t, Suft 200, Wn pohs. IN 46740 T 317.848.7800 F 317374.0937 w ,caotwjwt In Association with: L'ACQUIS CONSULTING 50 ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 F\ WOOLPERT Project: OLD TOWN SHOPS OF CARMEL (EAST tol-AIN STREET & RANGELINE ROAD CARtIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. or,.xv UTILITY PLAN Revisions: Certified By: OQ' AR 00880145 —4 s'UX of Drawing HMO I AMA q ��G Number: C500 Project Number: 25179 i. :w on. Issue Date 05/20/05 05/20/05 Drawn Drawn By er KM cn:�t�e er Checked By DTM D DTM Certified By: OQ' AR 00880145 —4 s'UX of Drawing HMO I AMA q ��G Number: C500 Project Number: 25179 D DTM of Drawing HMO I AMA q ��G Number: C500 Project Number: 25179 PLANTING NOTES: 1 • IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR PLANT LIST (IF SHOWN), THE PLAN SHALL DICTATE. ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER PORTION OF WORK. OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC COVER BEDS SHALL BE COVERED W/ 2" SHREDDED OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED CAR —B TREE TRIMMINGS WILL BE ALLOWED. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE 3• AN APPROVED PRE — EMERGENT HERBICIDE SHALL BE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY HE /SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON MANUFACTURER FOR EACH PLANT VARIETY. PLANS. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL 13, ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING C EAST MAIN STREET 8c OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS AS NOTED. PERMANENT SODDED LAWNS SHALL BE SEED k RTH LINE, SW 1/4, S EC. 30 —T 18 N — R 4 E SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX — — — — — AND SIZE OF TREE. ALL GROUND COVER AND PLANTING SHALL BE AN APPROVED BLUEGRASS BLEND. BED LINES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF STAKES SHALL BE REMOVED FOLLOWING PLANTING THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY TO ADJUST PLANT LOCATIONS ON THE SITE. AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. ACCEPTABLE STAND OF GRASS IS ESTABLISHED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NO. 3 CONT. NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY I ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION ' PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS AND APPROVED OR REJECTED ON THE JOB SITE BY FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT. AFTER WRITTEN REQUEST FROM THE LANDSCAPE 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING, FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY CULTIVATING, MULCHING, MOWING, AND ALL OTHER AMERICAN ASSOCIATION OF NURSERYMEN. NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ 16. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF CONSTRUCTION OPERATIONS AND AS DIRECTED BY WORK AS REQUIRED BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT. 8• ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY 4 " -6" APPROVED TOPSOIL PRIOR TO SEEDING OR LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, SODDING OPERATIONS. PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. TOPSOIL AND 25 % APPROVED PEAT MOSS. TOP LAYER OF 9• LAWNS SHALL BE SODDED FOLLOWING SCARIFYING, FINAL BACKFILL SHALL BE 100 % EXISTING TOPSOIL. A 5 -10 -5 GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. FERTILIZED W/ 12 -12 -12 ANALYSIS FERT. AT A RATE OF 101bs. /1000s.f. AND LIME APPLIED AS DICTATED BY SOILS 19. FOR TREE PIT PLANTINGS SEE DETAILS AND SPECIFICATIONS TEST PRIOR TO SODDING. FOR STRUCTURAL PLANT MIX. LANDSCAPE PLAN SCALE: 1 " = 20' PLANTING SCHEDULE KEY BOTANICAL NAME COMMON NAME SIZE NOTES TREES GIN —B GINKGO BILOBA GINKGO 2 1/2"-3" CAL B & B ( *2) GLE —S GLEDITSIA TRIANCANTHOS INERMIS VAR SKYLINE HONEYLOCUST 2 1/2--3" CAL B & B ( *2) CAR —B CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM 2 " -2 1/2" CAL B & B SHRUBS BUX —G BUXUS X 'GREEN GEM' GREEN GEM BOXWOOD 12 " -15" B & B, SPI —A SPIREA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA 18 " -21 " NO. 5 CONT. TAX —H TAXUS X MEDIA HICKSII HICK'S YEW 24" -27" B & B, 3' 0. C. PERENNIALS \ANNUALS \GROUND COVERS \ORNAMENTAL GRASSES HEM —S HEMEROCALLIS ' STELLA D'ORO' STELLA D'ORO DAYLILLY 3 DIVISION NO. 1 CONT.( *1) MIS —S MISCANTHUS SINENSIS 'ZEBRINUS' ZEBRA GRASS NO. 3 CONT. PEN —H PENNISETUM ALOPECUROIDES 'HAMELN' I DWARF FOUNTAIN GRASS NO. 1 CONT. NOTE *1, PROVIDE 3 KING ALFRED DAFFODILS (TOP SIZE BULBS) PER DAYLILY. NOTE *2, PLANT PER DETAIL 17/C700. 0' 10' 20' 40' 1 El SCALE: 1 " = 20' Trlr�000 NORTH 1 " ABOVE r 1 " LAYER OF SHREDDED GRADE / HARDWOOD MULCH FIN. GRADE GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4 ". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS 3" LAYER OF SHREDDED HARDWOOD BARK MULCH- CAP PLANTING PIT W /ON SITE CLAY TOPSOIL PRIOR TO MULCHING (2 -3 "} EARTH SAUCER FIN. GRADE --% \ PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, RHODODENDRONS & OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL & MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES 1-1 1 1 -1 1 ° c+ =1 I I=i 11 =1 11 =1 11: — III = III =III =III 6" III — III= III =III= 1 =1 I I =1 I �EEI I I -1 I M I N. MIN . I 1 =1 I I— III —III —I —I 11 -111 — III —III_ 111- 111- 111 =1 11- -1 Ell I =1 11 =1 I I III — III —I I I_ —I I ►- 'I' —III ;,Ili,�lllll I��►111��,111- EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. SETTLEMENT. SHRUB PLANTING DETAIL rO 2 NTS DOUBLE STRAND 12 GA. WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF— STAKES SUITABLE CORD BANDING BURLAP OR HEAVY CREPE TREE WRAP MATERIAL PLACE SOIL BALL SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND SOIL OVER BALL FINAL GRADE CAP PLANTING PIT W/ 2 -3" OF CLAY TOPSOIL PRIOR TO MULCHING 3" LAYER OF SHEDDED HARDWOOD MULCH INSTALL FERTILIZER TABLETS OR SPIKES EARTH SAUCER '���III��1111��1111 12" 12" IIII�IIII��III111�11 '— III —I 11 =1 M I N. I NLII =1 I I —I �' III —I' NOTE: STAKE & GUY ,,II1 TREES AS SHOWN IF SOIL BACKFILL TO BE 75% 12 SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT MAX. (TAMPED) REMOVE BINDING EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETAIL ro 3 NTS LEGEND: PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE PROPOSED EVERGREEN TREE Q PROPOSED SHRUB HOLEY MOLEY SAYS, "DON'T DIG BLIND" 8 t 1-800 -582 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF DIANA Engineers: CSO SCHENKEL SHULTZ 260 Hest %th S4evt, S%uW 200, Indianapolis, IN 46240 T 317.648.7600 F 317 .574.0937 www.uof=zd In Association with: Igo L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indlana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST LIAIN STREET & RANGELINE ROAD CARMEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: LANDSCAPE PLAN Revisions: Issue Date D i..w on. 05/20/05 Drawn er cn.am e� U Issue Date D Drawn By C Checked By 05/20/05 K U UTM E'rAlE ff SEC C600 Drawing Number: Protect Number: X5179 CONCRETE STOOP C7o0 NTS PER DETAIL 03/C700 CENTERLINE OF LIGHT POLE , FACE OF BUILDING TOOLED JOINT 40-11' 1/2" THK. EXPANSION JOINT MATERIAL SPALLING COMPOUND 4" CONC. SLAB 3' -6" PPLIED ANTI W/ 6X6 1010 -1/2" DEPTH SEALANT ON 1' -0" SPALLING COMPOUND SPALLING COMPOUND 1/2" JOINT MATERIAL FINISH 1" RADIUS tiONG 0 12" O.C. SLOPE PER PLAN TOOLED CONTROL JOINT 1" RETURN SEE STR. PLAN '+ `'"'T • • ;�"' . : • , A. HEIGHT VARIES FOR CONTIN. y t .• . •• • . . -1 I I 11— PAVEMENT UNLESS '' I � -I I �� :, ijrli� I� 0 4» a •. , , ; •. • •.• :o IIIIIIII1�111111111 i (SEE DETAIL) 4 v •'' MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE I PLANS FOR ANY VARIATIONS�� = —_ �.'. CONTINUOUS TURN DOWN SLAB ALL =III EITHER INDICATED OR IMPLIED. I1 =1I I- I �� � I! 1 � =1 � 1 =III COMPACTED AGGREGATE ( #53) - III -III -I I I= I• 1-- F —I •; „ — I -I - .III �_ � III -I - - III I I I- =1 -I (( • REPAIR DETAIL o5 , „ DEPTH SEALANT #4 REBAR ® 12" O.C. i 1 11111 • '' •• "I ON 1 /2" THK. EXP. EACH WAY 1111111''' '' ''�' a JOINT MATERIAL a a CONCRETE LIGHT POLE 1111111 .�•, :;'lllili� SEE ELECTRICAL PLANS �III11 -III 1 l,l IIIII�I I I 111 =1 1 ENTRANCE STEP DETAIL r22 NTS 6" I.D. STANDARD WEIGHT STEEL PIPE FILLED W/ CONC. & PAINTED W/ 2 COATS = ALIPHATIC POLYURETHANE 0 COATING, (COLOR TO BE SELECTED BY ARCHITECT). �1" WASH II ,.,'� Id 60.5, ,�. ..• , • CONC. FOOTING 30" STEEL BARRIER POST NTS --FACE OF BUILDING OR CONCRETE 1/2" DEPTH JOINT SEALANT ON PAVER TYPE A 1/2 THK. EXPANSION JOINT MATERIAL 8" 3' -0" MIN. VARIES PER PLAN WEEPHOLES 0 16" O.C. TYP. •-. J..•:,.i•t'i: 1 Ih'Y': _ r.'J.` ..1' _ .�Y'i, .t._ JvhTi •' ...• " •. •• •�, !, ••'• ' COMPACTED AGGREGATE ---/ / COMPACTED SUBGRADE PAVER AND CONCRETE WALK SECTION NTS COORDINATE RECEPTACLE LOCATION W /TREE GRATE ACCESS COVER SEE DRAWING E101 GRATE ACCESS PORT 2' -0" MIN. A STRUCTURAL SOIL PLANT II— III — III — III —III— MIX coNTIN OUS -1 I 1= III = III = III —I I PER PLAN =1 11 =1 11 =1 I I -1 I I I III III III � — — Iil —Iil —ICI —IiI 1 I - PAVER TO CONCRETE TRANSITION TREE PIT. GRATE AND PAVER DETAILS ALUMINUM METAL (SIGN) DOME CAP GREEN - ILLUMINATING 12" TAPE (LETTERS) TYP. r--BLUE - ILLUMINATING = TAPE (SYMBOL BLOCK) (I RESERVE ALUMINUM SIGN (VAN ACCESSIBLE) PARKING 12' -2 3/8" O.D. 2LB. GALVANIZED PIPE POST 0 0 00 PROVIDE 1" SLOPE AT i N &nv_ TOP OF FOOTING IF NOT IN CONC. WALK — WHITE — ILLUMINATING _ TAP (BACKGROUND) _ ff -GREEN - ILLUMINATING I- TAPE (ARROW) VA,' 12" 0 X 3' -6" CONC. t111 ACCESM (0 FOOTING. RECESS = '' FOOTING BELOW II CONC. WALK 4" ELEV. GREEN - ILLUMINATING TAPE (BORDER) TYP. HANDICAP PARKING SIGN 18 NTS :4,.p: .;04. .'NOTE'•'•'Al�'L'.'STRIPES TO .QE, .." ,'Wa1tJTED BLUE '.. 2�t• %'''' ..... .y.'.' a'.''. TYP. 18 R •• ;,:.;.:.;. 6' X 6' BOX W/ 1 BACK GROUND COLOR BLUE PAINTED HANDICAP SYMBOL 19 TOOLED CONTROL JOINT EXISTING CURB & PAVEMENT UNLESS SHOWN OTHERWISE NTS 8' -0" 4' -0" b re) io n A� NOTE: ARROW TO BE PAI TED SOLID WHITE (TYP.� PAINTED ARROW DETAIL TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 4" BASE COURSE ( #5 INDOT) 4" STONE BASE ( #53 INDOT) 4" STONE BASE ( #2 INDOT) COMPACTED & WELL DRAINED SUBSOIL R/W ASPHALT PAVING NTS TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL STANDARD ASPHALT PAVING NTS TACK COAT 1" SURFACE COURSE ( #11 INDOT) 3" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL ADA COMPLIANT PROPOSED CONC. DETECTABLE WARNING WALK & CURB, SURFACE SEE DETAIL SLOPE DOWN 1:10 z „ SLOPE DOWN '� ' •" ''' 1:10 ;;w T,`� r :,'' f o %' U3 , i co of • {. 0" 4' -0" 5' -0" PROPOSED PVMT. 5' - PLAN VIEW 4" CONC. SLAB 1/2" PREFORMED W /FIBROUS REINFORCING EXP. JOINT ADA COMPLIANT DETECTABLE WARNING 6' -0" MAX. SURFACE • '° A' PVMT. X o °' ••v n' = CQC 11 —I a v d d [ =1 I I =1 I I— III — III =1 I I =1 I I =1 I I� I �I I III- 1�I,��I�I�I11�11 �I—III— I�I—I�I Imo. O 1=1 I �I I I I I— IIIII —I' I —I -I 1 !Lt !JL 1L! A T 1 111 1111, — III „III ,Q NOTE: 6 RAMP LENGTHS INDICATED ARE AS REQUIRED °v FOR 6” HEIGHT CURBS. DECREASE LENGTHS FOR LESSER CURB HEIGHTS TO PROVIDE MAXIMUM SURFACE SLOPES INDICATED. I 6" I HANDICAP RAMP DETAIL o7 NTS C700 SELF LEVELING SEALANT 1/2- PREFORMED . EXPANSION JT. A. A CONC. PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL NTS C700 NTS HOT ASPHALT SURFACE ( #12 INDOT) 2' VARIES 2' SAWCUT TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE 1/8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH & = TACK COAT DEPTH CONTROL JTS. © 10' -0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. @ 40' -0" O.C. MAX. = SEE DETAIL EX'TG ASPHALT COMPOUND OS ad PAVEMENT = C700 ASPHALT BASE • - • • NOTE: CONTROL JTS. & PRIME COAT ::ti,� • • .• . ' • .• • •• ' ' • ' •• ' ' • ' •• • ' `� EXPANSION JTS. SPACING ;.: {�;:�,,f+0,•� MAY VARY. THE DIMENSIONS COMPACTED - ,.•..ZA 1. ,� :.. a' COMPACTED GRANULAR BACKFILL ABOVE ARE MAXIMUM. SEE #53 STONE -� .....�..,...•� - -- -_ - -- - ti sue• -,-Y �• „ {•;•� +�,� PLANS FOR ANY VARIATIONS 111=11 111 -111 111 111 =11 =ll l EITHER INDICATED OR IMPLIED. lll I III 111 1I► l I ITi IiI Jill _Ili -� 4 COMPACTED AGGREGATE BASE CUT PAVEMENT REPAIR DETAIL i51 4” CONCRETE PAVEMENT os NTS 27o0 NTS c�OO 4" X 8" X 3 1/8- PAVERS. SEE PLAN FOR PATTERN. 1 of SAND PAVER SETTING BED 1/2" DEPTH JOINT SEALANT ON 5' -0" TYP. 1/2" THK. EXPANSION JOINT MATERIAL 6" 4' -0" 6" CONCRETE SLAB W /FIBROUS SLOPE 1 /4" /FOOT REINFORCING SAWCUT 4 4. \ WEEPHOLES 0 16" O.0 - 4" MIN. COMPACTED FILL W /CONCRETE AGGREGATE BASE COMPACTED SUBGRADE PAVER WALK @ DRIVEWAYS 16 NTS c7o0 STEEL TREE GUARD #4 BARS 0 12" O.C. 3" PEA GRAVEL TO TOP OF GRATE 2' -0" MIN. BOTH WAYS 3' -0 ATE STEEL ANGLE FRAME W /ATTACHED COMPACTED • " REBAR CONCRETE ANCHOR. AGGREGATE BASE 2 —8 ( ) EXISTING CONCRETE CURB r` I w - .d ' •.''d ... '4' 2' -0" 6 =1 I =I STRUCTURAL SOIL P T MIX I i _3" —III— II =I _3 PVC CONDUIT PER PLAN - CONTINUOUS PER P _I =III I.__ IIII— 4" PVC RISER & TURN t° / III —III W /PERFORATED VENT CAP —_ —_— 1=1 I I —I I (— I •' I I =1 I— IiI —� i I =1 11 -1 1i- ''—' FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL * (VERIFY W /TREE GRATE 4" CORRUGATED PERFORATED MANUFACTURER) PLASTIC PIPE GRATE AND PIT CONCRETE W /FIBROUS REINFORCING 1/2" DEPTH JOINT SEALANT ON #4 BARS 0 12" O.C. 4" X 8" X 2 1/4 PAVER. 1/2" THK. EXPANSION JOINT MATERIAL BROTH WAYS SEE PLAN FOR PATTERN. 2' -0" MIN. COMPACTED 1" SAND PAVER SETTING BED AGGREGATE BASE CONCRETE CURB, NEW OR rl_ EXISTING PER PLAN 4. ....r..y.�...�. C Q. V III =iii_ III =1 I I- - WEEPHOLES 0 16" O.C. \- STRUCTURAL SOIL PLANT MIX -PVC CONDUIT PER DRAWING E101 -III CONTINUOUS PER PLAN — ' FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL 4" CORRUGATED PERFORATED PLASTIC PIPE PIT WITH PAVERS TOOLED CONT. JTS. APPLIED ANTI- 1/8" WIDE, MIN. SPALLING COMPOUND 1" DEPTH 4" CONC. SLAB 1 of R. RUBBED FINISH SEE DETAIL FACE & TOP OF CURB 09 12» C700 PVMT. _ Q 4 of �IIIIIII 111111 ' 0 1 EEI I F III III —III — ' I I —I I —I I. I -1 I I -1 ' I I , 4" 6" INTEGRAL CURB & WALK o1 NTS C700 APPLIED ANTI - TOOLED EDGE SPALLING COMPOUND 1" R. RUBBED FINISH FIN. GRADE FACE & TOP OF CURB PVMT. 12" MIN. TOPSOIL 0 I IN :IIIII�IIII,;.II61 CONCRETE CURB DETAIL o2 NTS C7o0 NTS COO CENTERLINE OF LIGHT POLE , 1/2- DEPTH JOINT SEALANT ON APPLIED ANTI , SEE PLAN FOR SLOPE 1/2" THK. EXPANSION JOINT MATERIAL SPALLING COMPOUND 4" CONC. SLAB 3' -6" STOOP LEVEL W/ W/ 6X6 1010 APPLIED ANTI FINISH FL. ELEV. 6„ SPALLING COMPOUND 4 REBAR 20" FINISH SLOPE PER PLAN tiONG 0 12" O.C. TOOLED CONTROL JOINT SEE STR. PLAN '' ''' �; :;,:. °; Y-:. ;•.�• EXISTING CURB & FOR CONTIN. '. . PREFORMED .• . •• • . . -1 I I 11— PAVEMENT UNLESS '' I � -I I �� :, ijrli� I� 0 :;,.:..• Q a o - ;'. ': r •.• :o SHOWN OTHERWISE i (SEE DETAIL) 4 v 6" MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE 4" DRAINAGE FILL PLANS FOR ANY VARIATIONS�� y �,��,�; CONTINUOUS TURN DOWN SLAB ALL =III EITHER INDICATED OR IMPLIED. I1 =1I I- 6» •• •• 6 X 18 FIBROUS WELL COMPACTED 3 SIDES 5' -0" REINFORCED CONCRETE SUBSOIL 3" PVC CONDUIT PER PLAN o3 REPAIR DETAIL o5 — 4D a i a a a CONCRETE LIGHT POLE BASE SEE ELECTRICAL PLANS LIGHT BASE W /CONCRETE PAVEMENT 21 TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 4" BASE COURSE ( #5 INDOT) 4" STONE BASE ( #53 INDOT) 4" STONE BASE ( #2 INDOT) COMPACTED & WELL DRAINED SUBSOIL R/W ASPHALT PAVING NTS TACK COAT 1" SURFACE COURSE ( #12 INDOT) 2" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL STANDARD ASPHALT PAVING NTS TACK COAT 1" SURFACE COURSE ( #11 INDOT) 3" BINDER COURSE ( #9 INDOT) 6" STONE BASE ( #53 INDOT) 6" STONE BASE ( #53 INDOT) COMPACTED & WELL DRAINED SUBSOIL ADA COMPLIANT PROPOSED CONC. DETECTABLE WARNING WALK & CURB, SURFACE SEE DETAIL SLOPE DOWN 1:10 z „ SLOPE DOWN '� ' •" ''' 1:10 ;;w T,`� r :,'' f o %' U3 , i co of • {. 0" 4' -0" 5' -0" PROPOSED PVMT. 5' - PLAN VIEW 4" CONC. SLAB 1/2" PREFORMED W /FIBROUS REINFORCING EXP. JOINT ADA COMPLIANT DETECTABLE WARNING 6' -0" MAX. SURFACE • '° A' PVMT. X o °' ••v n' = CQC 11 —I a v d d [ =1 I I =1 I I— III — III =1 I I =1 I I =1 I I� I �I I III- 1�I,��I�I�I11�11 �I—III— I�I—I�I Imo. O 1=1 I �I I I I I— IIIII —I' I —I -I 1 !Lt !JL 1L! A T 1 111 1111, — III „III ,Q NOTE: 6 RAMP LENGTHS INDICATED ARE AS REQUIRED °v FOR 6” HEIGHT CURBS. DECREASE LENGTHS FOR LESSER CURB HEIGHTS TO PROVIDE MAXIMUM SURFACE SLOPES INDICATED. I 6" I HANDICAP RAMP DETAIL o7 NTS C700 SELF LEVELING SEALANT 1/2- PREFORMED . EXPANSION JT. A. A CONC. PVMT. EXTEND JT. MATERIAL TO BOTTOM OF PVMT. EXPANSION JOINT DETAIL NTS C700 NTS HOT ASPHALT SURFACE ( #12 INDOT) 2' VARIES 2' SAWCUT TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE 1/8" WIDE, MIN. 1" PAVEMENT W /BROOM FINISH & = TACK COAT DEPTH CONTROL JTS. © 10' -0" O.C. MAX. APPLIED ANTI SPALLING & EXP. JTS. @ 40' -0" O.C. MAX. = SEE DETAIL EX'TG ASPHALT COMPOUND OS ad PAVEMENT = C700 ASPHALT BASE • - • • NOTE: CONTROL JTS. & PRIME COAT ::ti,� • • .• . ' • .• • •• ' ' • ' •• ' ' • ' •• • ' `� EXPANSION JTS. SPACING ;.: {�;:�,,f+0,•� MAY VARY. THE DIMENSIONS COMPACTED - ,.•..ZA 1. ,� :.. a' COMPACTED GRANULAR BACKFILL ABOVE ARE MAXIMUM. SEE #53 STONE -� .....�..,...•� - -- -_ - -- - ti sue• -,-Y �• „ {•;•� +�,� PLANS FOR ANY VARIATIONS 111=11 111 -111 111 111 =11 =ll l EITHER INDICATED OR IMPLIED. lll I III 111 1I► l I ITi IiI Jill _Ili -� 4 COMPACTED AGGREGATE BASE CUT PAVEMENT REPAIR DETAIL i51 4” CONCRETE PAVEMENT os NTS 27o0 NTS c�OO 4" X 8" X 3 1/8- PAVERS. SEE PLAN FOR PATTERN. 1 of SAND PAVER SETTING BED 1/2" DEPTH JOINT SEALANT ON 5' -0" TYP. 1/2" THK. EXPANSION JOINT MATERIAL 6" 4' -0" 6" CONCRETE SLAB W /FIBROUS SLOPE 1 /4" /FOOT REINFORCING SAWCUT 4 4. \ WEEPHOLES 0 16" O.0 - 4" MIN. COMPACTED FILL W /CONCRETE AGGREGATE BASE COMPACTED SUBGRADE PAVER WALK @ DRIVEWAYS 16 NTS c7o0 STEEL TREE GUARD #4 BARS 0 12" O.C. 3" PEA GRAVEL TO TOP OF GRATE 2' -0" MIN. BOTH WAYS 3' -0 ATE STEEL ANGLE FRAME W /ATTACHED COMPACTED • " REBAR CONCRETE ANCHOR. AGGREGATE BASE 2 —8 ( ) EXISTING CONCRETE CURB r` I w - .d ' •.''d ... '4' 2' -0" 6 =1 I =I STRUCTURAL SOIL P T MIX I i _3" —III— II =I _3 PVC CONDUIT PER PLAN - CONTINUOUS PER P _I =III I.__ IIII— 4" PVC RISER & TURN t° / III —III W /PERFORATED VENT CAP —_ —_— 1=1 I I —I I (— I •' I I =1 I— IiI —� i I =1 11 -1 1i- ''—' FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL * (VERIFY W /TREE GRATE 4" CORRUGATED PERFORATED MANUFACTURER) PLASTIC PIPE GRATE AND PIT CONCRETE W /FIBROUS REINFORCING 1/2" DEPTH JOINT SEALANT ON #4 BARS 0 12" O.C. 4" X 8" X 2 1/4 PAVER. 1/2" THK. EXPANSION JOINT MATERIAL BROTH WAYS SEE PLAN FOR PATTERN. 2' -0" MIN. COMPACTED 1" SAND PAVER SETTING BED AGGREGATE BASE CONCRETE CURB, NEW OR rl_ EXISTING PER PLAN 4. ....r..y.�...�. C Q. V III =iii_ III =1 I I- - WEEPHOLES 0 16" O.C. \- STRUCTURAL SOIL PLANT MIX -PVC CONDUIT PER DRAWING E101 -III CONTINUOUS PER PLAN — ' FILTRATION /SEPARATION FABRIC OVER DRAINAGE FILL MATERIAL 4" CORRUGATED PERFORATED PLASTIC PIPE PIT WITH PAVERS TOOLED CONT. JTS. APPLIED ANTI- 1/8" WIDE, MIN. SPALLING COMPOUND 1" DEPTH 4" CONC. SLAB 1 of R. RUBBED FINISH SEE DETAIL FACE & TOP OF CURB 09 12» C700 PVMT. _ Q 4 of �IIIIIII 111111 ' 0 1 EEI I F III III —III — ' I I —I I —I I. I -1 I I -1 ' I I , 4" 6" INTEGRAL CURB & WALK o1 NTS C700 APPLIED ANTI - TOOLED EDGE SPALLING COMPOUND 1" R. RUBBED FINISH FIN. GRADE FACE & TOP OF CURB PVMT. 12" MIN. TOPSOIL 0 I IN :IIIII�IIII,;.II61 CONCRETE CURB DETAIL o2 NTS 6" FIBROUS REINFORCED CONCRETE �.O� BLDG. FACE 1 /2" PREFORMED , I EXXPANSION JT. , SEE PLAN FOR SLOPE (SEE DETAIL) 1/2" RADIUS ROUND ' ' 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 1010 APPLIED ANTI FINISH FL. ELEV. W.W.F. W/B OOM SPALLING COMPOUND 4 REBAR 20" FINISH SLOPE PER PLAN tiONG 0 12" O.C. SEE STR. PLAN '' ''' �; :;,:. °; Y-:. ;•.�• FOR CONTIN. PREFORMED I -I i��i -1 I I 11— jl� '' I � -I I �� :, ijrli� I� 0 i r� E�2' PANSION JT. ' '� "� = FILL W /CONCRETE AS REQ'D • ..• • • 8•0 ••• • +•• • •.• :o EXPANSION JTS. SPACING i (SEE DETAIL) So. .' ,• .' ,• ' . 6" MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE 4" DRAINAGE FILL PLANS FOR ANY VARIATIONS�� y �,��,�; CONTINUOUS TURN DOWN SLAB ALL =III EITHER INDICATED OR IMPLIED. I1 =1I I- 6» •• •• 6 X 18 FIBROUS WELL COMPACTED 3 SIDES 5' -0" REINFORCED CONCRETE SUBSOIL CONCRETE STOOP DETAIL o3 NTS EXPANSION JT. SEE CONTROL JT. SEE DETAIL 08 DETAIL 09 0700 0700 ILESS NOTED HERWISE 90' UNLESS) RUBBED FINISH TOP & FACE OTHERWISE INDICATED OF CURB INTEGRAL CURB & WALK PLAN o4 NTS C�O� NTS TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE Checked By '.B SH • FINISH ACROSS , I 1kECTIOt4 OF TRAVEL I , it 3" MIN. TOPSOIL i ,Ur Ol ' ' ' TROWEL' FI ' • ' SEE DETAIL ILESS NOTED HERWISE 90' UNLESS) RUBBED FINISH TOP & FACE OTHERWISE INDICATED OF CURB INTEGRAL CURB & WALK PLAN o4 NTS C�O� NTS TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE Checked By 05/20/05 1/8" WIDE, MIN. PAVEMENT W /BROOM FINISH 6" 1 of RADIUS 1-1/8" DEPTH CONTROL JTS. 0 12'-0" O.C. MAX. & EXP. JTS. 0 40'-0" O.C. MAX. 3" MIN. TOPSOIL of 1 ASPHALT SURFACE COURSE ANTI SPALLING SEE DETAIL COMPOUND 08 ' % %�l��i���i��i �r� C. . MEET EXISTING PAVEMENT io . ' ,• •' .. ' .• ,' • ' .• ' .• ,' NOTE: CONTROL JTS. & i r� °' ' '� "� = FILL W /CONCRETE AS REQ'D • ..• • • 8•0 ••• • +•• • •.• :o EXPANSION JTS. SPACING 10 FOR CURB CONSTRUCTION So. .' ,• .' ,• ' . • ,• MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE '- PLANS FOR ANY VARIATIONS�� may• �,��,�; -_--_---_--_ 11 =!11- III - III =ICI= III = III = III I I� 11=1 I I- III -I I1 I I -I I1 =1I 1 =1 =III EITHER INDICATED OR IMPLIED. I1 =1I I- APPROVED BACKFILL` •• •• 6 X 18 FIBROUS =1 11=1 I I 111 11- 111= 1TI= 1il= " -11► =1 4" COMPACTED AGGREGATE BASE COMPACTED SUBGRADE REINFORCED CONCRETE 6" CONCRETE PAVEMENT 10 CURB /PAVEMENT REPAIR DETAIL o5 NTS 2, -0» 6" CONC. CUR W/ RUBBED Fl ISH 0 .•. I I �I I I -I I I • —I i F-1Ti • e ' • •• ' All, ' • ' 4 ' • - I I 1= TTf =1Ti= �~ WELL COMPACTED SUBSOIL TAPERED CURB END DETAIL 11 NTS C700 NTS ROLLED SIDE APPLIED ANTI SPALLING FACE W/ BROOM COMPOUND FINISH, » �, n.. ,� �,,, .►.n rn�r HANDICAP CURB RAMP NTS Owner: Engineers: CSO SCHENKEL SHULTZ 2" Hart %th Str a suite 200, t &app T• W 46240 T 317.848.7800 F 317374.0957 www.c•°1ncn°t In Association with: L'ACQUIS CONSULTING 0 ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 IndianoPolis, Indiana 46240 (317) 706 -2075 WOOLPERT OLD TOWN SHOPS OF CARMEL EAST STREET & RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: SITE DETAILS Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: If i 4Q AR 00880145 VAIE CF >! v I Drawing Number: C700 Project Number: 25179 r MANHOLE COVER OR GRATE PER PLAN PRECAST CONC. ADJUSTING RINGS IF NEEDED (4 MAX. ) W /ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS / -STD. PRECAST MANHOLE CAP OR CONE 24" 5" 48" DIA. 5" �16" TYP. DIA. "F" MANHOLE PIPE PIPE TURNS DIA. "F" D IA. "G" 4 96" 48" GREATER THAN 45• TO 90• 96" 54" - 66" UP TO 60• 84" 4291 GREATER THAN 45' TO 90• 84 48 UP TO 45• 72" 42 - 48". UP TO 45' 60" 33 - 36 STRAIGHT THRU 60 27" - 33' GREATER THAN 45a TO 90• 1' -0" MIN. OVER-\ HIGHEST PIPE FULL HEIGHT MANHO STEPS AS SPECIFIED 3" MIN. �° .�• • .'p v �p 3" MIN. 1r w w w w w w w w w w w w w -CONCRETE REDUCER CAP - 0 -RING GASKET - ASPHALTIC MASTIC OR BUYTL RUBBER SEAL BETWEEN M.H. JOINTS -PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON - SHRINK CEMENT GROUT. -SLOPE 1 / 2" PER FOOT NOTE: - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE GREATER MIN. OF 6" TOP SOIL THAN 5' TO ENSURE GRASS GROWTH -1 11 =1 I EDGE OF PVMT, - III11III ,�... b +• J 1. .` CURB, GUTTER I I II tvtlNs II' OR SIMILAR �I I II I II , • t t\ I I II STRUCTURE IN 11 =III t ti •'`' 1= THE PUBLIC R/W -lil= ,;;,•.;:.fir; «,+,,, ' =III �?'t'r +. ,ti "M�r. 12 �y MIN. REGULAR BACKFILL :�:• d r;; 8" CRUSHED STONE OR - _ � N'+' ,�' : I I • I I 4 APPROVED EQUIV. CLASS „ 1 BEDDING MATERIAL Ii,,illl�llll „111-111 �lllilllll„ HAND TAMPED OR WALKED Bc INTO PLACE GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INITIAL BACKFILL SHALL BE PLACED IN 6" TO 12" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL rO8 NTS 5' OR LESS IN, OF 6" TOP SOIL TO ENSURE GRASS GROWTH � I I -III -I •.., .. •.. • � - 1 , EDGE OF PVMT., i "MIN: CURB, GUTTER -1I 5 OR SIMILAR STRUCTURE IN .. • . .. THE PUBLIC R /W� : •. ' .< ' 12" MIN. "B" BORROW OR EQUIV. GRANULAR MATER'L. `,,.• COMPACTED TO 95% STD. PROCTOR DENSITY A „ 8" CRUSHED STONE OR II _ 4 APPROVED EQUIV. CLASST11 „III I I I I = 1 BEDDING MATERIAL Bc HAND TAMPED OR WALKED INTO PLACE WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO V -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PVC & HDPE DETAIL c NTS C' - EDGE OF PVMT, CURB, GUTTER, OR STRUCTURE IN PUBLIC R/W 5' OR LESS MIN . OF 6" TOP SOIL TO ENSURE GRASS GROWTH 4 JIM / -IT-DEPTH OF BEDDING lli- III -�Illf� .., 11 =1 MATER. RFIOW PIPF 1 ►_0, 111= h,r, i,,4'p1• , Bc ,.• ►, d I I =11I PIPE DIA. d (MIN.) 27' & SMALLER 3 30' TO 60' 4 66' & LARGER 6 GULAR BACKFILL UNLESS UNDER PAVEMENT. "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY EQL Bc Q WITHIN 5' OF EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL NTS GREATER THAN 5' EDGE OF PVMT., CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W 1/6 Bc d MIN. OF 6" TOP SOIL TO ENSURE GRASS GROWTH _ "'1 1' DEPTH OF BEDDING II MATER. BELOW PIPE PIPE DIA. d (MIN.) 27' & SMALLER 3 30' TO 60' 4 66' & LARGER 6 REGULAR BACKFILL "B" BORROW OR EQUIV. GRANULAR MATER'L. COMPACTED TO 95% STD. PROCTOR DENSITY BC 4 71 GREATER THAN 5' FROM EDGE OF PVMT. NOTE: 1. ALL INTITAL BACKFILL SHALL BE PLACED IN 6" COMPACTED LIFTS. 2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0" ABOVE PIPE. 3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. RCP BEDDING & BACKFILL NTS C701 NTS c L c FIN. PVMT. ELEV. TOP OF SUBGRADE FOR PVMT. AGGREGATE FILTER FABRIC (TYPAR 4.0 OZ /SY OR AN APPROVED EQUAL, LAP 6" & STAPLE 4" DIA. CORRUGATED PERFORATED PLASTIC PIPE 8" COURSE AGGREGATE WELL COMPACTED SUBSOIL PAVEMENT SUBDRAI NTS 1/2" PREFORMED 6" 4" 6" SLOPE 1 /2" & EXP. JT. 7 W/ BROOM FINISH PVMT. PVMT. . °'a ACID #900 K CATCH BASIN • ' W /TRASH BUCKET & 6 PVC 44 4 °' ; OUT TO WYE W /RISER 00 PROVIDE PERFORATED N 4. STAINLESS STEEL GRATE. .4 a - III - III -I I • • �° i I -I I Is) =III =11 I '°° I I I =1 I I_ .i I I -1 I I -1 I.' °',' •• I I -1 I I -1 I I�' IE -III -III 4 - III =III -i � e• III I� �,I � II � �I I ,• ,, , .a •a • , ' • _•• a I I�� COMPACTED SUBGRADE LET DETAIL NTS y 1 � / X41 NTS Drawn By NEENAH R- 3402 -E NEENAH GUTTER INLET KM INLET FRAME & GRATE PVMT. GRADE PVMT: PVMT. FINISH GRADE 4 REBARS © 12" PRECAST CONCRETE ADJUSTER RINGS IF 9.C./ BOTH WAYS NEEDED (4 MAX) OR BUTYL RUBBER ECCENTRIC CONE OR -III L I i_zj 1.._ . REDUCER CAP AS '' - - ABTECH ULTRA- • ' I • ' CONDITIONS. CONE TOP TO MATCH ADJUSTING ; -RING GASKET RING PROFILE. or URBAN FILTER. SEE DETAIL 03/C107 t III 00 V 1I SEAL AT JOINTS ' �_ -��jj''.. 1 �I II I�. 48" DIA.PRECAST I .. .._... .U_ 5 II W • I- I - it III• ��TI�T *' „ 48 ;III STORM PIPE � • , + (0 w FOOTING W/ 6X6 ; ;l� • •• 7 10/10 W.W.F. W/ ' a Q > #4 REBAR 12 j ;;; 4" � 15 O.C. BOTH WAYS, r' co - MAX. D, 24" I I� PREFORMED HOLE TO MAX. 6" MIN. COMPACTED III..IiI.•III OF PIPE O.D. + 6" W NON - SHRINK CEMENT GROUT. (#8 OR #2 STONE) NOTE: �ill�l II�II� MANHOLE CONFORMS TO ASTM C478. MANHOLE 24" SQ. 1/2" MESH GALV. HARD- WARE CLOTH VARMENT 36" SQ. STOP ® SUBDRAIN FILL W/ CONCRETE & WARP TO MEET INVERTS NOTE: CONTRACTOR'S OPTION: PRECAST W /�� SAME REINFORCING. (INDOT TYPE "M") GUTTER ItdLET DETAIL K70 5 NTS Drawn By Checked By NEENAH GUTTER INLET KM FRAME & GRATE #R -3472 (UNLESS OTHERWISE NOTED) PVMT. FINISH GRADE PRECAST CONCRETE ADJUSTER RINGS IF ASPHALTIC MASTIC NEEDED (4 MAX) OR BUTYL RUBBER ECCENTRIC CONE OR .' SEAL BETWEEN JOINT REDUCER CAP AS '' - - REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING ; -RING GASKET RING PROFILE. or ASPHALTIC MASTIC io OR BUTYL RUBBER POLYPROPYLENE o SEAL AT JOINTS PLASTIC STEPS 48" DIA.PRECAST V)) N z CONC. MANHOLE z + g *' „ 48 U = W 51N w� o STORM PIPE 6'X 6'X 8" CONC. + (0 w FOOTING W/ 6X6 W 10/10 W.W.F. W/ ' a Q > #4 REBAR 12 j ;;; 4" > O.C. BOTH WAYS, OR PRECAST MAX. D, 24" PREFORMED HOLE TO MAX. 6" MIN. COMPACTED BASE OF PIPE O.D. + 6" W NON - SHRINK CEMENT GROUT. (#8 OR #2 STONE) NOTE: MANHOLE CONFORMS TO ASTM C478. MANHOLE DETAIL o6 SANITARY NOTES: ALL WATER MAIN AND SEWER PIPING SHALL BE TESTED IN ACCORDANCE WITH INDIANA CODE AND IDEM REGULATIONS AIR PRESSURE ACCEPTANCE TEST 1) CONTRACTOR SHALL PREFORM AN AIR PRESSURE TEST ON ALL GRAVITY SEWER PIPE IN ACCORDANCE WITH ASTM F -1417 SPECIFICATIONS. 2) THE CONTRACTOR SHALL FUNISH ALL EQUIPMENT, MATERIALS LABOR, AND CONDUCT THE TEST UNDER OBSERVATION OF CITY PERSONNEL. 3) TEST METHOD: A) LOW PRESSURE AIR TEST METHOD SHALL BE THE TIME PRESSURE DROP METHOD. THE PRESSURE USED IN THE TEST SHALL BE THE STATED PRESSURE GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUND WATER ABOVE THE PIPE. THE TIME REQUIRED FOR THE PRESSURE IN THE TEST SECTION TO DROP 1.0 psig SHALL BE MEASURED USING A STOP WATCH. IF THE TIME EXCEEDS THE TIME DETERMINED FROM ASTM F -1417, THE SECTION FAILS. B) MANHOLES - AIR TEST IN ACCORDANCE WITH ASTM C1244 -93 STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE TEST (VACUUM). FORCE MAIN AND WATER MAIN PRESSURE AND LEAKAGE TESTS 1) CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE HYDROSTATIC PRESSURE AND LEAKAGE TEST ON ALL MAINS UNDER THE SUPERVISION OF CITY PERSONNEL. 2) TESTS PRESSURE SHALL BE 100 PSI OR 150% OF NORMAL PIPE OPERATING PRESSURE, WHICH EVER IS GREATER. 3) LEAKAGE TEST PRESSURE SHALL NOT BE LESS THAN THE MAXIMUM OPERATING PRESSURE OF THE PIPE. THE DURATION OF THE LEAKAGE TEST SHALL NOT BE LESS THAN TWO HOURS. ALLOWABLE LEAKAGE SHALL NOT EXCEED 9 gal /in OF PIPE DIAMETER PER MILE OF PIPE IN 24hr. DEFLECTION TEST OF PVC SEWER PIPE 1) VERTICAL RING DEFLECTION- BEFORE FINAL ACCEPTANCE OF SEWER LINES, ALL SECTIONS OF SEWER PIPE 8- INCHES AND LARGER SPECIFIED DIAMETER SHALL BE MEASURED FOR VERTICAL RING DEFLECTION BY THE CONTRACTOR AND WITNESSED BY THE CITY. MAXIMUM DEFLECTION UNDER FULL LOAD SHALL NOT EXCEED 5% OF THE ASTM DESIGNATED AVERAGE INSIDE DIAMETER AS DETERMINED BY THE LABORATORY FOR THE SPECIFIED PIPING. 2) FAILURES- SHOULD A PIPE EXCEED THE ALLOWABLE DEFLECTION, THE CONTRACTOR SHALL REPLACE THOSE PIPES AND RETEST THE SECTION. 3) EQUIPMENT- TESTING SHALL BE GO -NO -GO PULL THROUGH GAGES OF A TYPE APPROVED BY THE CITY. A METAL OR PLASTIC GAUGING RING OF DIAMETER EQUAL TO 95% OF THE SPECIFIED AVERAGE INSIDE PIPE DIAMETER SHALL BE WITH EACH GAGE. 4) THE CONTRACTOR SHALL FURNISH TESTING EQUIPMENT AND PERSONNEL AND PERFORM THE REQUIRED TESTS. TESTS MUST BE WITNESSED BY CITY PERSONNEL. 5) USE OF MECHANICAL PULLING DEVICES IS NOT PERMITTED. 6) DEFLECTION TESTING SHALL NOT BE PERFORMED UNTIL THE COMPLETED AND ACCEPTED TRENCH BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS. CONCRETE SPECIFICATIONS 1) MATERIALS A) CEMENT: ASTM C150 TYPE I OR II B) AGGREGATE: ASTM C33 C) ADMIXTURES: 1. AIR ENTRAINING: ASTM C260 2. FIBER: AASHTO M213. 3. PROHIBITED ADMIXTURES: CALCIUM CHLORIDE, THIOCYANATES, OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS ARE NOT PERMITTED. D) CLASS A CONCRETE SHALL BE AS FOLLOWS: 28 -DAY COMPRESSIVE STRENGTH (PSI) ....... 3500 MAXIMUM WATER /CEMENT RATIO .................... 0.45 MINIMUM CEMENT CONTENT (POUNDS /CY) .... 564 SLUMP ( INCHES) ............. ............................... 2 -4 AIR CONTENT ................... ............................... 6.0% E) PREMOLDED JOINT FILLER: ASPHALT TYPE IN CONFORMANCE WITH ASTM D994. W.R. MEADOWS SEALTIGHT, OR EQUAL. F) REINFORCING BARS: ASTM A615 OR ASTM A616, GRADE 60. R -1976 INSPECTION FRAME W/ BOLTED LID TROWELED FINISH FINISH GRADE LI -III I I I.: i111 =111 I s •; ; � I I I ' ' D 1 =,111 a ;,Q _ = CLEANOUT ? -i •. CONC. ENCASEMENT d- a'• • �? - Ill- �' 'Il I IT 11= III = 1111 r I PVC PIPE " - ° 4 - I I ITT M Ijlli 1 j' PVC BEND INVERT ELEV. SEWER MATERIAL & SLOPE AFTER'" I= 'I1lI= `- "1- -"' -' BEND AS SHOWN ON PLAN SANITARY CLEANOUT DETAIL NTS C701 NTS TOP OF CONCR FACE OF BUILDING 4 4 4 DOWNSPOUT, SEE 'A' SERIES DRAWINGS FOR 4 NEW OR VERIFY EXISTING. 4 NEENAH #R -4900 SERIES DOWNSPOUT SHOES 6" MIN. • . 4 VERIFY PROPOSED CATALOG NUMBER TO FIT THE VARIOUS CONDITIONS. �• CONCRETE ENCASEMENT (10" DEEP) CAST IRON BEND (4" DIA.) 4" X 6" INCREASING COUPLING INDIANA SEAL #156 -64 ill SEWER MATERIAL, SIZE, & SLOPE PER DRAINAGE PLAN. DOWNSPOUT CONNECT NTS 4 WATERTIGHT FLEXIBLE JOINT ---- MASONRY DAM INV. ELEV. AS SHOWN ON THE PLANS DROP SIZE 4 AS SHOWN 4 ° d 4 . ti 4 _ ti CLASS 'B' CONCRET + 4 OR PRECAST DROP .4 .4 .4 4 4 4 4 . 4 4 • 4 4 .4 4 4 4 4. G 4 4 4 4 4 SANITARY MANHOLE DROP NTS Owner: Engineers: CSO SCHENKEL SHULTZ 280 East %th Sheet. Suft 200, l.hi polio. W 46240 T 317.848.7800 F 317374.0957 vwwxsot jwt In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGEL114E ROAD CARUIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work, Drawing Title: SITE DETAILS Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: O AR 00880145 -t Drawing Number: C701 Project Number: 25179 Fla t Slab T MH Riser - ASTM C47 Wa ter L/-re Wa ter t Flexible Join is N u) �o N 00 SIZE I 'W' 'U'X w 'T' 6' 21_6, 21_0' 4' 8' 2' -6' 2' -1' 4' 10' 2' -6' 2' -3' 4' 12' 2' -9' 2' -5' 4' 15' 3' -0' 2' -8' 5' 18' 3' -6' 3' -0' 5' 21' 3' -11' 3' -4' 6' 24' 4' - -3' 3' -8' 6' 27' 5' -6' 3' -11' 6' 30' 5' -9' 4' -4' 6' 36' 6' -3' 5' -2' 6' 42' 6-�711' 50' 8' 48' 7' -4' i - 91 54' 8'-0' & Plugs 9' 60' 8' -6' 9' 66' 9'-1' 91 72' 9' -8' 45° 10' 78' 10' -3' 13' 10' See Not 4 MH Frame And Cover Neenah R -1642 Or Equal For Wa ter tigh t Installations Neenah R- 1916 -F Or Equal 'WA TER' Cast In Cover 4 .4 . •4 . .Q . . • .4 .. A. .4 4 Adjusting Rings 8' Min, 12' Ma x, Cement Plaster o' Ga to Va l ve Concrete Blocking As Required #4912 E4/-/ V-0' 1' -0' Min, Cast -In f Va I ve-11 Place Concrete Base x Manhole Dia me ter Shall Be A Minl'nun OF 4' -0', The Designer Shall Specify An Adequate Diane ter To AccoModa to The Va 1 ve And Voter Main Size. 1' -0' Minimum Undisturbed Ground Match Exls ting Pa vemen t Na terla l And Thickness Exis t/ng Pa vemen t, S Cut Straight Edge Approved Exca va ted Ma terlal In Unpaved Areas Unless Otherwise D/rected No tei Under Exls ting Sewers, Water L Ines, Gas Llnes, Telephone Cable And Electrical Condults, Backflll 611th Special Backflll Under �/ / /��f ° Granular Bedd/ng Ma teria 1 To The Pa vemen t, Drives, Walks '� %� �� /% Centerline Of The Exls t/ng Utill ty Or Where Ordered Tamped ��/ /�% Lines In 6' L ayers Special Backflll Shall / For Flex/ble Pipe W(th Solid Or ProfJle Valfs Con form To INBOT 211.02b Granular Bedding Ma ter/a l Shall Be Placed And Hand Tamped In 6' Layers To A M/nim Of 1' -0' Above Plpe, ° ° G ° ° ° ° a° ° /� Bed P/pe In Specified Granular Bedding Ma terlal Hand Tamped In 6' Layers To Pipe Centerline Undls turbed Earth = Bedding Ma terlal Shall Con form 'W' or 'U' At To INDOT 903,02, Size No. 8 Top Of Pipe x Note, 'W' Is The Max/mum Width For R/gid Pipes 'U' Is The Mln/mum Width For Flexible Plp In Accordance WI th ASTM B -2321, TRENCH SCHEDULE xx Table Is For ASTM B -3034, Wall Thickness Class SDR 35 For 6' -15' And ASTM F -679 Wall Thickness Class T -1 For 18' -36, For Other Flexible Plpes, Minimum Trench Wld th 'U' Shall Meet Manufacturer's Requlrenents TRENCH DETAIL FOR SEWER AND WA TER MAINS NTS CITY OF CARMEL STANDARD DETAILS Date: January 1995 Scale: Not To Scale 1,_0.V Saw Cut Hole In Existing Sewer; Install New Pipe Not Protruding Into Existing Sewer; Encase Connection In Concrete Collar As Showni Backfill Carefully. TITLE: TRENCH DETAIL & TRENCH SCHEDULE )rawn By. Jones & Henry Drawing Name: CW3 Engineers, Inc. e Bedding Con forming To )DT 903,02, Size No, 8 L,4u» r7 � %, %- Collar Curb Box With Cove mss° POE/ cap NOTE: L 1.) 1' Or Smaller Service Line 14: ,,0 Shall Be Direct Tap Unless Approved By Carmel Ut/l /ties, 2) Corporation Stop Shall Bt Curb Stop—/ Concre te Block Brand And Model Approved .1 Carmel Utilities. Corpora t /on Stop 3) Service Line Tap Shall Be Mueller 1-1- 15008, Er Equal Installed With A Min. Horz, Wa ter Ma in Sepera tion Of' 24 " Double Strap service Saddle* 4) 1?' And Larger Lines Require A Swing Joint A t to c) Length - Varies 1' # To Corporation Stop t Ver/fy) �( Q L oncer Ser vice Line Service Saddle May Be Dm /t ted For Services 1' TITLE: And Smaller And D/rect Taps Made To Ductile CITY OF CARMEL WATER SERVICE LO 4 Iron Pipe, Class 52 Dr Greater. STANDARD DETAILS DETAIL Ln (Verify With Owner For Pressure Class DIP,) \ v o Date: January 1995 Scale: Not To Scale Drawn By Engineers, Inc. Jones & Henry Drawing Name: CW4 N LO u, _O N �� 00 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equa 1. NOTE, THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, I N u) a) to 00 ° U NO N u7 r, _O � N 00 3' -0' 6' Va 1 ve Box Min, QJ L Q POs/ cap �o I �_ N 6' Ga to Valve Q Q a nn nn n �Q Wa ter Main 4 �Q ---41 U4 Q �bg -4Z�'U� a v �Lr 4 Q M. J. Hydrant Asser Tee - Restrained eng th And Fittings As Required No tes, 1, At High Points Along Main Water Line Where Indicated En Drawings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45' Bend. Main Water Line Shall Be Lowered To Pro vide Sufficient Cover As Specified, 2. All Joints Shall Be Res tra lned Except In Run Df' Tee, 3. Hydrants Shall Be Set At 500' Max, Horizontal Distance, Dr Less As Specified By Fire Department Mueller Centurion A-423, Or Equal Painted 'Safety Yellow' LA j J 4 4 1' -0' Min, PRESSURE PIPE JOINT RESTRAINT TABLE Q Q 4 Q DTM 4 Q Bedding Material Con f orming To Length Of Pipe To Be Restt-oined INDOT 903, 02, Size No, 8 One 8'x8'x16' Solid \� Conc. Block Or 6'Min. In Each Dlrec Lion From ? Of Bend Base On Undisturbed Ground. Based Dn 150 PSI Test Pressure Degree VP Bend 6' 8' 10' 12' 14 16' 18' 20' 24' 30' 90 ; Tees 27' 35' 42' 50' 58' 65' i - 80' 95' 115' & Plugs 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1120 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11 -1/4 ° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field L OK Gasket System, Or Equa 1. NOTE, THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, I N u) a) to 00 ° U NO N u7 r, _O � N 00 3' -0' 6' Va 1 ve Box Min, QJ L Q POs/ cap �o I �_ N 6' Ga to Valve Q Q a nn nn n �Q Wa ter Main 4 �Q ---41 U4 Q �bg -4Z�'U� a v �Lr 4 Q M. J. Hydrant Asser Tee - Restrained eng th And Fittings As Required No tes, 1, At High Points Along Main Water Line Where Indicated En Drawings, Anchoring Tee Shall Be Set At 45° Angle Upwards And Connected To 6' 45' Bend. Main Water Line Shall Be Lowered To Pro vide Sufficient Cover As Specified, 2. All Joints Shall Be Res tra lned Except In Run Df' Tee, 3. Hydrants Shall Be Set At 500' Max, Horizontal Distance, Dr Less As Specified By Fire Department Mueller Centurion A-423, Or Equal Painted 'Safety Yellow' LA j J 4 4 1' -0' Min, Checked By 05/20/05 Q Q 4 Q DTM 4 Q Bedding Material Con f orming To 4 4 Q a INDOT 903, 02, Size No, 8 One 8'x8'x16' Solid \� Conc. Block Or 6'Min. Closs'B' Concrete Base On Undisturbed Ground. Approved Exca va ted Mater/al Unless Otherwise Directed Note, Select Exca va ted Ma teria 1 Or Special Backfill Shall Be Placed Under All Pa vemen is And Within The L In is Shown Above, Special Backfill Shall Conform To INDOT 2IL02b Select Exca va ted Ma teria l Shall Be Approved By Engineer, HOLEY MOLEY SAYS, "DON'T DIG BLIND" e L 1- 800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA Owner: Engineers: CSO SCHENKEL SHULTZ 280 East 96th Stw% since zoo, mm npobs, IN 46240 T 317.848.7800 F 317574.0957 w .cuotwmt In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 961h Street, Suite 280 IndianapPolis, Indiana 46240 (317) 70b -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST C7AIN STREET & RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicoted or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. u.wnne nu« SITE WATER DETAILS Revisions: Issue Date Drawn By Checked By 05/20/05 KM DTM Certified By: M�'�i o� AR 00880145 4 STAR ff yD1AM� Drawing Number: C702 Project Number: 25179 I f ; S ; � 1�J "Y" f 5 s r i I1 t THRU N 822 ' t INV 830.30 U , `s FIN. FL., {7 i.......... } S ........ . } 831.8 .a t .40 < �� t 830 FIN. FL. 83216 ..__ ;-- INV 4 1 � ( cf 34. to •:i i . nw.- ...._........- ...,..nr.+i:..... u '::..e.:. .:i..... - .w.....n... ..... n-,. nr.... w.... v.......r...............- n.r. ✓, u :....:. .ten— a.. a .....v....n �/ n 1834.801 t 35.5 { 32.80 UP INV.I I U P INV. f f � ti i6 DI 2: i r r I I FIN..,-FL FIN. FL. 835.77 I FIN. FL. 836.43 FIN. FL. 836.43 FIN. FL. 835.10 I fl 835810_-­" tl i s FIN T 3-i 832.70 INV {- I 34.7 INV. a ' .:. I 35.4 INV. INV. 32.8 i *� �• S I': .�..._ i --j- -• 4 ^ —fit-- s 830.30 INV s. �. 34.0 INV. 3 34.1 I V..,Y.,.._. THRU WAY THRU WA t t, /mIRU WALL 832. UP INV. Ill... 0 � I / I� { II 4 i ION & TREE SCALE: 1 " = 10' 0' 5' 10' 20' SCALE: 1 " = 20' PIT DRAINAGE PLAN 00 ss 14, i t o � o F� s4 1 1 rl�� NORTH L E G E KNE D NEW FOUNDATION /UNDERFLOOR DRAIN — — — — — — — NEW PLANTER PIT DRAIN }J 1 i 1` i 1 t I # is i r f7 r- i PLAN NOTES 0 4" FOUNTAIN DRAIN PER DETAIL 02/C703 O2 4" PLANTER DRAIN PER DETAIL 17/C700 3O SLEEVE THROUGH FOUNTAIN WALL O4 4" NON- CORRUGATED NON- PERFORATED PLASTIC PIPE ROOF DRIAN. SEE DRAWING C300 O5 MANUFACTURED WYE CONNECTION TO STORM PIPE . LNUASLMLNI DWELED FINISH i GRADE %H SERIES R D �R-4937-C AIN TO MATCH RISER DIA. IRON PIPE DIA. TO MATCH DATION DRAIN IRON BEND, DIA. TO MATCH DATION DRAIN 3ITION FITTING UGATED PERFORATED PLASTIC DATION DRAIN —INVERT ELEV. PER PLAN VENT & FLUSHING RISER DETAIL NTS I FLOOR EL. PER PLAN 4 �oro0o o �,�pO 1 FINISH GRADE OR FLOOR ELEVATION PER PLAN -- — CONCRETE WALK OR FLOOR �--- COMPACTED AGGREGATE WALK BASE cggq 4gaae OR UNDERFLOOR DRAINAGE COURSE AS REQ'D °a- FILTER FABRIC, LAP 4" & STAPLE o• a cs�0'° • NOT REQ'D BETWEEN UNDERFLOOR r°4•Ct`� o 's° I DRAINAGE COU RSE & FILTERING t� b . . *0 •Q IIE MATERIAL • - FILTERING MATERIAL 4" DIA. CORRUGATED, PERFORATED PLASTIC PIPE, SLOPE PER PLAN COMPACTED IMPERVIOUS FILL FOUNDATION DRAINAGE DETAIL NTS HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428-5200 FOR CALLS OUTSIDE OF NDM Owner: Engineers: CSO SCHENKEL SHULTZ 280 Halt %th Shoat, Suite 200, k&= %iO4 IN 46240 T 317.848.7800 F 317.774.0937 www.coot umt In Association with: L'ACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Street, Suite 280 Indianapolis, Indiana 46240 (317) 706 -2075 WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST P.9AIN STREET & RANGELINE ROAD CARLIEL, IN, 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. Drawing Title: FOUNDATION & TREE PIT DRAINAGE PLAN Issue Date Drawn By Checked By 05/13/05 KM DTM Drawing Number: C703 Project Number: 25179 ;011 �LC _0 Cr L,. � C X N U (9, � a a� I` O a n V) a M > ry m U N-) a) L0 �t O 00 n C7 M z w w e= � w to p v W U r X aQ N � U ( � U O r� fs o U N E \ fn U N \ � in O n 0 m N J a3 :3 fD E / Z m U -° o o a� +, C / � o O _,-, (n >, c/ TO STORI DRAIN MI IN ALLEY BELOW PAVEMENT SUBGRADE AND ABOVE DETENTION AREA, PLACE GRANULAR, WELL- GRADED SOIL /AGGREGATE MIXTURE, PQnpncFn LESS THAN 35% FINES. COMPACT IN 6" LIFTS TO 95% PROCTOR DENSITY. 30,0' UNDERGROUND DETENTION SYSTEM NOT TO SCALE ION—WOVEN #8 STONE BED SHALL BE WRAPPED IN NON —WOVEN FILTER FABRICPER AASHTO M288 CLASS 2. - 18" 5.5" PLATE THICKNESS = 1/2" MIN. 51 STAINLESS STEEL ORIFICE PLATE NOT TO SCALE M 12" RCP INV. 827.20 —'� 18 °X18" STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE (4 ANCHOR BOLTS) TO STORM DRAIN MH 12" RCP IN ALLEY /_ RIM ELEV. 833.70 HEAVY DUTY / FRAME & COVER NEENAH R1878 -1371- OR EQUAL 3.0 QP�v� Goo 24.0" CONCRETE INLET BOX INV. 827,80 8" 12" HDPE GRAVEL BEDDING MATERIAL DETENTION CONTROL STRUCTURE NOT TO scu.e HDPE PIPE, JOINTS AND FITTINGS SYMBOL 0 0 0 0 HIGH DENSITY POLYETHYLENE PIPE (HDPE), 12" — 48" ONLY; CORRUGATED HDPE SHALL CONFORM TO AASHTO M294, TYPE S AND SP, RIBBED HDPE SHALL CONFORM TO ASTM F894 FOR THE SPECIFIED SIZES. SMOOTHWALL HDPE SHALL CONFORM TO ASTM F714 FOR THE SPECIFIED SIZES, HDPE PIPE JOINTS SHALL BE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS OR BUTT HEAT FUSION JOINTS, HDPE PIPES SHALL POSSESS A MALE AND FEMALE PIPE END WHICH ALLOWS THE CONSTRUCTION OF OVERLAPPING, GASKETED PIPE JOINTS IN CONFORMANCE WITH ASTM D3212t FOR THESE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS, THE GASKET INSIDE THE MACHINED GROOVE ON THE PIPE SPIGOT SHALL BE COMPRESSED RADIALLY IN THE PIPE FORMING A WATERTIGHT SEAL, THE GASKET MATERIAL SHALL CONFORM TO ASTM F477, BUTT HEAT FUSION JOINTS SHALL CONFORM TO ASTM D3261, HDPE FITTINGS SHALL COMPLY WITH GENERAL PROVISIONS FOUND IN AASHTO M252 AND AASHTO M294, FITTINGS SHALL BE HIGH MOLECULAR WEIGHT HDPE AND SHALL MEET THE REQUIREMENTS OF ASTM D3350, CELL CLASS PE 334433Ct PERFORATED 18" PIPE SHALL HAVE NO LESS THAN 1,5 SQUARE INCHES OF OPENING SPACE PER LINEAR FOOT OF PIPE. on9M R INV. 828.00 — RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 (1929 NGVD) 3.0 QP�v� Goo 24.0" CONCRETE INLET BOX INV. 827,80 8" 12" HDPE GRAVEL BEDDING MATERIAL DETENTION CONTROL STRUCTURE NOT TO scu.e HDPE PIPE, JOINTS AND FITTINGS SYMBOL 0 0 0 0 HIGH DENSITY POLYETHYLENE PIPE (HDPE), 12" — 48" ONLY; CORRUGATED HDPE SHALL CONFORM TO AASHTO M294, TYPE S AND SP, RIBBED HDPE SHALL CONFORM TO ASTM F894 FOR THE SPECIFIED SIZES. SMOOTHWALL HDPE SHALL CONFORM TO ASTM F714 FOR THE SPECIFIED SIZES, HDPE PIPE JOINTS SHALL BE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS OR BUTT HEAT FUSION JOINTS, HDPE PIPES SHALL POSSESS A MALE AND FEMALE PIPE END WHICH ALLOWS THE CONSTRUCTION OF OVERLAPPING, GASKETED PIPE JOINTS IN CONFORMANCE WITH ASTM D3212t FOR THESE COMPRESSION TYPE, GASKETED, FLEXIBLE JOINTS, THE GASKET INSIDE THE MACHINED GROOVE ON THE PIPE SPIGOT SHALL BE COMPRESSED RADIALLY IN THE PIPE FORMING A WATERTIGHT SEAL, THE GASKET MATERIAL SHALL CONFORM TO ASTM F477, BUTT HEAT FUSION JOINTS SHALL CONFORM TO ASTM D3261, HDPE FITTINGS SHALL COMPLY WITH GENERAL PROVISIONS FOUND IN AASHTO M252 AND AASHTO M294, FITTINGS SHALL BE HIGH MOLECULAR WEIGHT HDPE AND SHALL MEET THE REQUIREMENTS OF ASTM D3350, CELL CLASS PE 334433Ct PERFORATED 18" PIPE SHALL HAVE NO LESS THAN 1,5 SQUARE INCHES OF OPENING SPACE PER LINEAR FOOT OF PIPE. RV,A L"=M o zo 40 so GRAPHIC SCALE IN FEET LEGEND DESCRIPTION 10" X 18" FABRICATED REDUCER UNDERGROUND DETENTION SYSTEM (SEE DETAIL) 3' X 15' X 30' STONE BED 18" X 12" FABRICATED HDPE REDUCER DETENTION CONTROL STRUCTURE (SEE DETAIL) CATCH BASIN (SEE SHT. C300) SEE SHT. C300 FOR DRAINAGE PIPES FROM BLDG. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF MANA E� CSO SCHENKEL SHULTZ 250 Flast 96th Sheet, Suit 200, Indianapolis, IN 46240 T 317.845.7800 F 317.374.0957 WWW.oaaleomat In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Strost, Suite 280 r311'77 apoils, Indiana 46240 706 -2075 E r WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. 11 Drawing Title: III S DETENTION SYSTEM Revisions: on9M R T.B.M. (BY OTHERS) — RAILROAD SPIKE IN EAST SIDE OF POWER POLE ON THE SOUTHWESTERN CORNER OF THE INTERSECTION OF 1st AVENUE S.E. AND THE FIRST ALLEY SOUTHERLY OF MAIN STREET. ELEVATION = 841.53 (1929 NGVD) RV,A L"=M o zo 40 so GRAPHIC SCALE IN FEET LEGEND DESCRIPTION 10" X 18" FABRICATED REDUCER UNDERGROUND DETENTION SYSTEM (SEE DETAIL) 3' X 15' X 30' STONE BED 18" X 12" FABRICATED HDPE REDUCER DETENTION CONTROL STRUCTURE (SEE DETAIL) CATCH BASIN (SEE SHT. C300) SEE SHT. C300 FOR DRAINAGE PIPES FROM BLDG. HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF MANA E� CSO SCHENKEL SHULTZ 250 Flast 96th Sheet, Suit 200, Indianapolis, IN 46240 T 317.845.7800 F 317.374.0957 WWW.oaaleomat In Association with: UACQUIS CONSULTING ENTERPRISES INDIANAPOLIS, LLC 280 East 96th Strost, Suite 280 r311'77 apoils, Indiana 46240 706 -2075 E r WOOLPERT Project: OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CARMEL, IN. 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish oil items required for the proper execution and completion of the work. 11 Drawing Title: III S DETENTION SYSTEM Revisions: Issue Date D on9M R By 05/18/05 o By Checked Issue Date D on9M R By 05/18/05 o BM R RES Certified By: Af - i.E.s ° ° S TE . `� q• p�9''' N0. � o `-� 10100320 � � STATE OF tv�' p IFS ENO I aN* Sr t4_vS u'e% 8 "EON' 0`e�' Drawing Number: Project Number: 2x179.S.0 1 rirt WKHI- 'F-'tU wI r IL I LK f atiKIC: I PLAN (VOTES: 0 EXISTING ELECTRICAL SERVICE POLE TO BE REMOVED BY CINERGY. REMOVE ASSOCIATED UNDERGROUND FEED TO EXISTING LIGHT POLES AFTER NEW SERVICE TO POLES AND TREE GRATE RECEPTACLES HAS BEEN ESTABLISHED. �2 EXISTING LIGHT POLE TO BE REMOVED AND RE— INSTALLED ON NEW BASE WHERE SHOWN. CLEAN INTERIOR /EXTERIOR OF GLOBE. PROTECT POLE AND BASE FROM DAMAGE AND TOUCH —UP PAINT ANY NEW OR EXISTING DAMAGE. SEE DETAIL D2 ON THIS DRAWING. Q PROVIDE WEATHERPROOF GFCI RECEPTACLE WITHIN TREE GRATE WELL. SEE DETAIL D1 ON THIS DRAWING. O EXISTING LIGHT POLE TO REMAIN. REVISE UNDERGROUND FEED AS REQUIRED TO EXTEND TO RELOCATED POLES AS SHOWN. 0 TO PANEL 'H' CIRCUIT NO.1 IN "OLD TOWN SHOPS" BUILDING ELECTRICAL ROOM. DUSK TO DAWN CONTROL THROUGH BUILDING OWNER PROVIDED CONTACTOR AND PHOTOCELL. GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC. ALL DIMENSIONS SHOWN ARE APPROXIMATE. ALL LOCATIONS SHALL BE FIELD VERIFIED. 2. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE — LATEST EDITION ADOPTED BY INDIANA, THE INDIANA ELECTRICAL CODE AMMENDMENTS, LOCAL /MUNICIPAL CODES, AND THE AUTHORITY HAVING JURISDICTION. 3. ALL CONDUIT PENETRATIONS SHALL BE SEALED WITH APPROPRIATE CONDUIT SEALING MATERIAL. 4. ALL CABLE SIZES SHALL UTILIZE COPPER CONDUCTORS. 5, EACH SINGLE PHASE BRANCH CIRCUIT CONDUCTOR SHALL HAVE A DEDICATED NEUTRAL BACK TO THE PANELBOARD. U O O N X O O ((_0 Q X U Q U Q O O d- 0 U O Ln 00 Ln O O N -o 0 O w U w 0 O Ln O 'All rr t 4 z 7 s r 5 S ?iT, Y i r a t {3! f i ` > i 1, f p 1 f i a A .Y %•• f 4 1 t X ! f, I p 5 tj S', t a i 2` f NOTES: 1. SEE CIVIL DRAWINGS FOR THE REMOVAL /DISCONNECTION OF (3) EXISTING LIGHT POLE, AND ASSOCIATED BASE. ELECTRICt OL SCALE: 1" = 20' -0" 4# 10,# 12G.,1 "C. NEW LIGHTING PANEL 'A' SEE DETAIL D3 v g f :, ki 3 R., L SITE PLAN NORTH LIGHT FIXTURE SCHEDULE 1ypE MANUFACTURER NAPS x g TINE `" ' ;UTILITY SE RATED NEMA 0 STAINLESS STEEL MLO AMP 15 Ff. FLUTED STEEL POLE WITH DECORATIVE CAST IRON BASE. REFRACTIVE POLYCARBONATE GLOBE WITH FINIAL. SEE BASE DETAIL D2 ON THE DR4WING. 'p' LUMINAIRE— SPRING CITY #SCLEX116- 35- 175MH— V— CARMEL BLACK. POLE—VALMONT #FL210- 600 /GV/H— AB— C— CARMEL BLACK BASE— SPRING CITY #WA- 18 —CA— WRAP— CARMEL BLACK 1 175 WAS M�.� HALIDE 120 POLE REMARKS: 10 KAIC 100 1240/120 1 3 �r 1 . CIR. POLE I TRIP I LITE IEQUIPJ Li i r r 0 S f 9 FUTR.1 POLE I TRIP I CIRC. I DESCRIPTION POLE LIGHTS 1 1 1 20 1 1 A h�r., �'.. ,.,,�: >`; •! 4'" r� , -. �•.q ` pit 2 �5 i,�r J �;'• A 1 20 2 SPARE TREE GRATE RECEPTS 3 1 20 ,..5 -Y is t. i r _ , ! v g f :, ki 3 R., L SITE PLAN NORTH LIGHT FIXTURE SCHEDULE 1ypE MANUFACTURER NAPS LAMP TYPE VOLTS MOUNTING DESCRIPTION SE RATED NEMA 0 STAINLESS STEEL MLO AMP 15 Ff. FLUTED STEEL POLE WITH DECORATIVE CAST IRON BASE. REFRACTIVE POLYCARBONATE GLOBE WITH FINIAL. SEE BASE DETAIL D2 ON THE DR4WING. 'p' LUMINAIRE— SPRING CITY #SCLEX116- 35- 175MH— V— CARMEL BLACK. POLE—VALMONT #FL210- 600 /GV/H— AB— C— CARMEL BLACK BASE— SPRING CITY #WA- 18 —CA— WRAP— CARMEL BLACK 1 175 WAS M�.� HALIDE 120 POLE PANELBOARD SCHEDULE �A>, Chacke`! By MAIN BRCH ® NORMAL ❑ EQUIPMENT ❑ LIFE SAFETY ❑ EMERGENCY PROJECT NO- # ❑ DOUBLE LUGS ❑ FLUSH ®SURFACE SE RATED NEMA 0 STAINLESS STEEL MLO AMP I VOLT 0 W C.B. >< ❑ DOUBLE SECTION REMARKS: 10 KAIC 100 1240/120 1 3 FUSE DESCRIPTION CIR. POLE I TRIP I LITE IEQUIPJ HEAT 1 0 A/C 9 FUTR.1 POLE I TRIP I CIRC. I DESCRIPTION POLE LIGHTS 1 1 1 20 1 1 A A 1 20 2 SPARE TREE GRATE RECEPTS 3 1 20 B B 1 1 20 4 SPARE SPACE 5 1 – A A 1 – 6 SPACE SPACE 7 1 – B 1 B 1 1 – 1 8 SPACE SPACE 9 1 – A A 1 – 10 SPACE SPACE 11 1 – B B 1 – 12 SPACE SPACE 13 1 – A A 1 – 14 SPACE SPACE 15 1 – B B 1 – 16 SPACE SPACE 17 1 – A A 1 – 18 SPACE COMP INPUTS TOTALS IN KVA WIRE SIZE: FEEDER LENGTH: DEMAND IN DECIMALS I 1PANEL FED FROM: SEE RISER LIGHTING CIRCUITS GRADE STAINLESS STEEL CONDUIT HANGER (2) 1 "C. (PVC) CAST ALUMIN/UM SINGLE GANG BOX WITH TWO WITH WEATNERPROOFNhNHILENIN BOTTOM. g331—o, C0�51, -0 BOLT BOX TO CONCRETE WALL. MOUNT TOP OF B 2.5 BELOW BOTTOM OF GRATE. GA RECEPTACLE SHALL BE HUBBELL MARINE GRAD �GF5252MGY. ALL MOUNTING HARDWARE SHALL BE 3 4 STAINLESS STEEL 6" HOLE IN GRATE WITH BOLTED COVER --� QUARTER SPHERE \ CORRUGATED PIPE MOUNT 1/2" BELOW BOTTOM OF GRATE 6" PEA GRAVEL OUTLET BOX SEE SECTION 1" (2) 1-C. (RGS) SECTION 36" SQ. TREE GRATE 0 � QUARTER SPHERE OF 18' DUI. CORRUGATED PIPE 12' HIGH WITH SIDES BENT OUT 1/2" FOR MOUNTING FlJW6E SECURE TO CONCRETE SIDE WALLS WITH 4— BOLTS, SET TOP AT 1/2' BELOW GRATE. PLAN VIEW TREE GRATE RECEPTACLE. MOUNTING DETAIL. NO SCALE #6 AW6 GROUND WIRE FINISH GRADE-, 3 4 "x10FT. COPPER CLAD GROUND ROD TO 6" BELOW GRADE WITH EXOTHERMIC WELD --� 8 — #8 VERT. BARS W/ #3 TIES 0 16 O.C. rid s DECORATIVE BASE COVER POLE PROVIDE REQUIRED MOUNTING BOLT LAYOUT FOR EXISTING HANDHOLE I POLE BASES AND FOR NEW TYPE P BASE. VERIFY I I CORRECT LAYOUT FOR EACH APPLICATION. ` f 1 ANCHOR rGh ! /f – BOLTS I • CONDUIT I 24" SQUARE LIGHT POLE BASE FOR TYPE 'P' POLE, AND EXISTING POLE RELOCATIONS. NO SCALE PHOTOCELL – PARAGON 120V. 'CW -100' SERIES — 3 "x1/4' ANGLE /-- RINGLESS METER SOCKET SE RATED PANEL 'A' METER 5' -0' 119 1 1/4" RGS TO CINERGY POLE. SMON TO 1 1 4' PVC BELOW GRADE. RUN 1 1 e RGS UP POLE GRADE To 15' WITH WFA ERHEAD 1 i I I I I I I I I I I I I I I I I I I 4' -0' I I I I I I I I A I I I A L LJ 1- I 1' -6' 3' -0' 6#4's #3012' (J303' FIRST 12' 0 TOP) LAP 8' SECTION! A -A NOTES: 1. COORDINATE EXACT MOUNTING CONFIGURATION, FRAME HEIGHT AND WIDTH WITH COMPONENT SHOP DRAWINGS. DIMENSIONS SHOWN ARE APPROXIMATE, AND BASED ON AVAILABLE EQUIPMENT INFORMATION. 2. FASTENING HARDWARE SHALL BE 304 STAINLESS STEEL BOLTS AND STEEL ANGLE IRON AS REQUIRED. ALL ANGLE IRON SHALL BE PRIMED, AND PAINTED WITH GRAY ZINC CHROMATE RUST – RESISTING PAINT. 3. SHIELD PHOTOCELL AS REQUIRED. ALIGN AWAY FROM LIGHT SOURCES. STREET LIGHTING SERVICE PANEL DETAIL SCALE: NO SCALE d� rmED of HOLEY MOLEY SAYS, DON'T DIG BLIND" ILW1- 800 - 382 -5544 CALL TOLL FREE 1- Boo- 4za -5zoo FOR CALLS OUTSDE OF INDIANA ounar: Ex C50 SCHENK EL SHULTZ 280 East 96th Strcet, Suite 200, 1ndiau gmtis, IN 46240 T 317.848.7800 F 317.574.0957 s .e im.net In A=Laft c tx L'ACQUIS CONSULTING 0 ENTERPRISES INDIANAPOLIS, LLC 3 r —Jwrw. I Projoct OLD TOWN SHOPS OF CARMEL EAST MAIN STREET & RANGELINE ROAD CARLIEL, IN. 46032 8cc pe Drams These drawings indkxrte the general scope of the project in terms of arrhftectural design concept, the dimensions of the building, the major architectural elernents and the type of structural, mechanical and electrical systems. The dMwIr s do not necessarily indicate or describe all work required #or full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. pasYq T9x ELECTRICAL SITE PLAN Reftcnx bra Date Drawn By Chacke`! By 05/19/05 WS J$B cermw Br - �aoeaeet ®eoi�a °A ��Y S. C% ° © °s X00 •••........ • �� s® . <, 61ST ER a- °® m •: No o 9500154 -o °; STATE OF Q � P tv ��,mf ••••N� I AN••••� ® ®� n o DraUQ L. E100 Project Ntanber. 25179 RC Le O 5T1 LEA OR STf O GE TiZ LE1 N FAd AK $E` 5TC d) I I I d' I 1(� i1 WEST ELEVATION m SCALE: 1/8" = 1' -0" mlc0 N a I • NORTH ELEVATION SCALE: 1/8" = 1' -0" ARGHITEGT / PRO -EGT MANAGEMENT 335 Ridgopolnt Drlvo Carmol, indiono 46032 3'17.705.7979 (phono) :3'17.705.7950 (fam) SEAL `` Nltlliillilil111 /Iit,,, J /lrfi� o! °� �`'� STS 00033126 r STATE OF /q RC 1tEltJ114 516NATURE 8 DATE 05.26.05 GOPM16HT It OANER5HIP OF DOGUMENT5 THI5 DOCk ENT 15 AN IN5TRIA4eV OF SERVICE AND 15 THE SOLE PROPERTY OF THE ARCi1T6CT AND PEDGOR DI_SI&X &Ra p. ALL INFtJRHtAT10N GONTAINHJ HEREIN 15 CONFIDENTIAL 115 ISSION AND D15TR(QUTION TO OTi�R PARTIES IS NOT TO 5E C4145TRUED AS PUBIJCATION IN DEROGATION OF COMMON LANs COPYRIGHT, INTELLECTUAL PROPERTY R1644T5 OR OTHER RF5ERVH7 RI6HT5. ALL INFORMATION CONTAINED 43ZEIN CONSTITUTES T}f ORIGINAL AND UNPUIBLISI -ED YVORIC OF TIE ARCHITECT, JAMES R SMaMN, AND PEX I,P DE516H 6RO. OR NO PART OR NNiOLE OF THIS DE516K THESE DRANUN65 OR THE RES TINS BUILDING OR BUILDIN65, OR PORTIODS OF THE RE%LTINS BUILDING OR BUILDINEf MAYBE DUPLIGATED. COPIED, EXHIBITED, PriOT05RAP1f.D, PUBL15HH7, MODIFIED OR OTI$ ISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRTTT731 CONSENT OF THE ARCHITECT, JAMES R 51n7MAK AND PEI7COR DESIGN PEDCOR GOPYR16iiT �DO5 JAME5 R. 5NTZMAN. AIA, INDIANAPOIJ5 DATE 5.23.2005 PROJECT NO. 00000 GAD REFERENCE NO. AUTOGAD 2005 PLOT REFERENCE NO. NONE DRAINING 5GALE 5EE DRAWING REV1510N5 PROJECT TITLE M O C� V� VrJ . f000� uj c� � a2 ~W !- Q V! t� SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A600 GORNI BEYOP PROFIL GORNE m GRG LORI` GELLI PVG _ MILLY �z MAR( I AWNft LINE O AT GOKNtK BEYOND I a e 1 =AIT'1 n1✓ rnt"f ♦11rC STAIR PENTHOUSE BEYOND \-TOP OF -J STEPPED BRI GK LEDGE I STOP OF BRIGK LEDGE EA1T ELEVATION I I \ °' SCALE: 118" = 11 -0I' F I BERGLA55 GORN I GE RETURN BEYOND TO ALIGN WITH BAGK OF PARAPET STAIR PENTHOUSE BEYOND WALL OF UNIT #5 BEYOND 5TANDIN6 SEAM METAL ROOFING F I BERGLA5 GORN I GE NBUILT -IN GUTTER LEVEL 4 v1 �V VV LVI Ill G.JV Y l...i\ SOUTH ELEVATION SCALE: 118" = 1' -0" ARCHITECT / PROJECT MANAGEMENT ..lW 335 Rldgopolnf Drivo Con mol. Indlono 48032 317.705.7979 (phono) 3. 17.705.7980 (f,-xm) 5EAL �,, 1\` 1 1 1 1111 i l f l l l l i i l l/ 1 1 1/ f �c F.. STU STiE,�F'� -� 1 00033126 STATE OF SIGNATURE t DATE � >r 05-2705 COPYRIGHT 8 ONNER5HIP OF DOCUMENTS THIS DOO.JMarr 15 AN MST RIAq P OF SERVICE AND 15 THE 501E PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN 6ROUP. ALL INFORMATION CONTAINED HEREIN 15 WINFIDENiIAL ITS 51IM1551ON AND D15TR BMN TO OTHER PARTIES 15 NOT TO BE CONSTR.V AS RIBLJGAT ION IN PERORATION OF COMMON LAM COPYRIGHT, INTE LL.ErTUAL PROPERTY R161+T5 OR Cn-ER RI6HT5. ALL INFORMATION GONTAINED HEREIN CONSTITiITES THE OR161NAL AND UNPUBLISHED WORK OF THE ARCHITEGT,,1AW6 R. SMZ 4M, AND PEDGOR DE516N GROUP, NO PART OR MOLE OF THIS DESI6K THESE: DRAWIN65 OR THE RESULTING BUILDING OR BUILDINGS, OR PORT'06 OF THE RE5UI.T1Nfi BUILDING OR BUILDINGS MAY DUPLIGATID, COPIED. PJQiIBITED, PHOr06W\PH�04 S`iED, MODIFIED OR Oit ERWISE DISTRIBUTED IN AM WAY YiITNOIJT T}T IFIG AND PRIOR WRJTTEN C04SENT OF THE ARCHITECT, ,IAH5 R SnITZMAN, AND PEIXM DESIGN PEDGOR Q COPYRI6Hi 2005 JANES K STUTZMAN, A/ INVIANAPOLIS DATE 5.272005 PROJEGT NO. 00000 GAD REFERENCE NO. AUTOCAD 2005 PLOT REFERENCE NO. NONE DRANIN6 5GALE SEE DRAWING REVISIONS PROJECT TITLE a �Q q,E0 0 � w Lu NV SHEET TITLE EXTERIOR ELEVATIONS SHEET NUME3EP, A 613